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Journal of Medicine and Pharmacy","Tạp chí Y Dược học Cần Thơ",{"EN":487,"VI":488},"\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">04\u002F10\u002F2015 Ministry of Information and Communications allowed Can Tho journal of medicine and pharmacy to operate (102 \u002FGP-BTTTT)\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">07\u002F16\u002F2015 Can Tho journal of medicine and pharmacy is internationally recognized: ISSN 2354-1210\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">In 2016, The journal has been included in the list of medical science journals by The State Council for professorship which is awarded a work score of 0-0.5 points for a published article.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Can Tho Journal of Medicine and Pharmacy welcome original works that haven’t been submitted or published in other medical journals. Posts must contain content related to one of the journal’s categories.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The content published\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The journal is divided into 3 categories:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Scientific research article: are valuable scientific works, which have been researched and accepted.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Overview of medicine, biology and pharmacy: serving the objective of continuing training in the fields of medicine, biology and pharmacy; to systematize classical and modern knowledge.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Update information on new knowledge about medicine, biology, pharmacy in the country and in the world.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Scope\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Publication and introduction of scientific research in the fields:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Medicine (internal medicine, surgery, pediatrics, obstetrics and gynecology, odonto-stomatology, laboratory, oncology, traditional medicine, nursing).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Biology (genetics, biotechnology).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">+ Pharmacology (pharmaceutics, drug quality analysis-control, synthetic pharmaceutical chemistry, biochemistry, pharmacognosy, botany, clinical pharmacy).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- To enhance the quality of undergraduate, postgraduate education, scientifically researching and meet the necessary treatment in hospital.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Introducing the updated domestic and oversea information about science technology to promote scientific research and exchanging technology in local, other universities.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">- Exchanging pharmaceutical and medical information for social health developing in the Mekong Delta and Vietnam.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">The object\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Postgraduate students, student of Can Tho University of Medicine and Pharmacy, scientists from schools, research institutes, hospitals, health centers, pharmaceutical companies of the Mekong Delta; other provinces and regions in Vietnam and other country.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Address\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Headquarters of Can Tho Journal of Medicine and Pharmacy, located Scientific Research and International Cooperation Office: 179 Nguyen Van Cu Street, An Khanh Ward, Ninh Kieu District, Can Tho City, Vietnam.\u003C\u002Fspan>\u003C\u002Fp>","\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Ngày 16\u002F7\u002F2015, Tạp chí Y Dược học Cần Thơ được cấp chỉ số quốc tế: ISSN 2354-1210.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 4\u002F2016, Tạp chí đã được Hội đồng Giáo sư ngành Y đưa vào danh sách các tạp chí khoa học Y học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Năm 2020 Tạp chí Y Dược học Cần Thơ đã được phê duyệt vào danh mục của các Hội đồng Giáo sư ngành Dược học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ ra 12 số\u002Fnăm, 180-200 trang\u002Fsố.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 12\u002F2022 Tạp chí Y Dược học Cần Thơ là thành viên của hệ thống Crossref và từ tháng 01\u002F2023 tạp chí thực hiện bình duyệt online kín 2 chiều nhằm tăng tính minh bạch, tin cậy của các công trình nghiên cứu khoa học và đảm bảo tốt nhất chất lượng khoa học của bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ, mục đích và phạm vi của tạp chí\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ và mục đích hoạt động của tạp chí: xuất bản nhằm mục đích phổ biến kết quả từ các đề tài nghiên cứu khoa học; giao lưu trao đổi khoa học, chia sẻ kinh nghiệm, học tập, đồng thời cập nhật thông tin khoa học mới trong các lĩnh vực y, sinh, dược học trong và ngoài nước.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phạm vi của tạp chí: Tạp chí xuất bản được chia thành 3 chuyên mục: (i) Bài báo nghiên cứu khoa học là kết quả công trình nghiên cứu khoa học có giá trị đã được triển khai nghiên cứu, (ii) Bài tổng quan y, sinh, dược học: phục vụ mục tiêu đào tạo liên tục trong lĩnh vực y, sinh, dược học; nhằm hệ thống hóa những kiến thức kinh điển và hiện đại; (iii) Thông tin cập nhật kiến thức mới về y, sinh, dược học trong nước và trên thế giới.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Chính sách truy cập mở\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ áp dụng chính sách truy cập mở đối với các bài báo đã xuất bản đến với độc giả, nhằm mở rộng cơ hội tiếp cận các kết quả nghiên cứu chất lượng cao và tăng cường trao đổi kiến thức. Tạp chí đăng tải trực tuyến (miễn phí) toàn văn các bài báo được công bố trên website của Tạp chí (https:\u002F\u002Ftapchi.ctump.edu.vn).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đạo đức xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ cam kết tuân thủ đạo đức xuất bản phù hợp với các hướng dẫn và tiêu chuẩn của the Committee on Publication Ethics (COPE), tuân thủ các nguyên tắc của COPE’s Core Practices, Best Practices Guidelines for Journal Editors và Guidelines on Good Publication Practices.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Bản thảo bài báo chỉ được chấp nhận khi được tác giả chịu trách nhiệm chính cam kết các nội dung sau: Các nội dung của bản thảo chưa được đăng tải toàn bộ hoặc một phần ở các tạp chí khác; Tất cả các tác giả đều có đóng góp một cách đáng kể vào quá trình nghiên cứu hoặc chuẩn bị bản thảo và cùng chịu trách nhiệm về các nội dung của bản thảo; Tuân thủ các biện pháp đảm bảo đạo đức nghiên cứu (ví dụ thỏa thuận đồng ý tham gia nghiên cứu).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Cam kết bảo mật\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí cam kết thực hiện và tuân thủ các quy định của luật và các văn bản hướng dẫn liên quan đến bảo mật thông tin cá nhân trên không gian mạng. Các thông tin mà người dùng (tác giả, độc giả, biên tập viên, người phản biện) nhập vào các biểu mẫu trên Hệ thống Quản lý xuất bản trực tuyến của tạp chí chỉ được sử dụng vào các mục đích đã được tuyên bố rõ ràng và sẽ không được cung cấp cho bất kỳ bên thứ ba nào khác, hay dùng vào bất kỳ mục đích nào khác.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phí gửi bài\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng bài: 1.000.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng nhanh: 1.500.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với tác giả là cán bộ viên chức thuộc Trường Đại học Y Dược Cần Thơ thì được hỗ trợ 50% lệ phí gửi đăng bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với sinh viên thực hiện đề tài nghiên cứu khoa học cấp trường được hỗ trợ 100% lệ phí đăng bài ( Tác giả gửi đính kèm “ Quyết định về việc giao tổ chức thực hiện đề tài nghiên cứu khoa học cấp Trường của sinh viên”).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Hình thức nộp lệ phí:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Tiền mặt:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Nộp trực tiếp tại Phòng Tài chính - Kế toán, Trường Đại học Y Dược Cần Thơ, số 179 Nguyễn Văn Cừ, P. An Khánh, Q. Ninh Kiều, thành phố Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Chuyển khoản:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tên Tài khoản: Trường ĐHYD Cần Thơ, Số TK: 0111000115668, tại ngân hàng Vietcombank chi nhánh Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Thời gian: Áp dụng từ ngày 01\u002F02\u002F2023.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">* Phí gửi bài không được hoàn trả khi bài viết bị từ chối hoặc tác giả xin rút bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Quy trình phản biện bài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ thực hiện quy trình phản biện kín hai chiều nghiêm ngặt. Danh tính của những người phản biện không được tiết lộ cho các tác giả và ngược lại. Quy trình thẩm định bài báo đăng gồm các bước sau:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tiếp nhận bản thảo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tác giả liên hệ gửi bản thảo đến Tạp chí qua hệ thống trực tuyến tại website: https:\u002F\u002Ftapchi.ctump.edu.vn. Hướng dẫn về cách đăng ký, gửi bài và chuẩn bị bản thảo được cung cấp trên website của Tạp chí.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sàng lọc sơ bộ\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sau khi Tòa soạn nhận được bài báo của tác giả, Ban Thư ký sẽ tiến hành kiểm tra sơ bộ bài báo (các yêu cầu về nội dung và hình thức). Những bài báo không đúng quy cách hoặc có nội dung không phù hợp hoặc vi phạm bản quyền sẽ bị từ chối (Ban Thư ký thông báo phản hồi đến tác giả trong vòng 1 tuần). Những bài báo đủ điều kiện, được Ban Thư ký tòa soạn chuyển đến Ban Biên tập có cùng chuyên môn với nội dung bài báo để đề xuất người phản biện. Thời gian kể từ khi Ban Biên tập nhận bài báo đến khi đề xuất người phản biện bài báo chậm nhất là 5 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Vòng phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký gửi bài và yêu cầu phản biện đến 02 phản biện độc lập.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Các phản biện gởi nhận xét cho Ban Thư ký. Thời gian từ khi gửi bài cho phản biện đến khi nhận ý kiến của phản biện tối đa là 20 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xử ký kết quả phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Nếu ý kiến đồng ý cho đăng và không cần chỉnh sửa, Ban Thư ký tiếp tục đăng bài theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Nếu ý kiến đồng ý đăng và cần chỉnh sửa, Ban Thư ký sẽ thông tin đến tác giả chỉnh sửa theo yêu cầu của người phản biện. Thời gian chỉnh sửa và gửi lại kéo dài không quá 2 tuần, từ khi tác giả bài báo nhận được thông tin (Quá trình này có thể lặp lại tối đa 2 lần\u002F1 bài báo). Khi có sự thống nhất, đồng ý của người phản biện; bài báo được tiếp tục đăng theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Những bài báo có chất lượng không đạt yêu cầu, cả 2 phản biện không đồng ý cho đăng sẽ bị Tòa soạn từ chối đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký tổng hợp các bản thảo đã được tác giả hoàn thiện sau thẩm định trình Ban Biên tập xem xét, Tổng Biên tập phê duyệt, quyết định bài đăng theo các tiêu chí: sự phù hợp nội dung với tôn chỉ và mục đích, thể loại bài viết (ưu tiên các bài có bài có nghiên cứu chuyên sâu, hàm lượng khoa học cao), đóng góp mới bài báo, bài báo được ưu tiên đăng trong số gần nhất của Tạp chí theo thứ tự: tính thời sự, chất lượng bài báo và thời gian gửi bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Ban Biên tập và Ban Thư ký biên tập bản thảo, chế bản, đọc rà soát lỗi. Thời gian hoàn thành từ 10-15 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Ban Thư ký có trách nhiệm thông báo cho tác giả bài báo (bằng e-mail) về tình hình phê duyệt bài báo, thời gian, số kỳ, tập xuất bản bài báo theo qui định.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">4. Danh sách bài báo theo số Tạp chí được in ấn và phát hành trong năm định kỳ được công bố chính thức trên website: https:\u002F\u002Ftapchi.ctump.edu.vn\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>",{"VOID":490},"wcQ1uqwAAAAJ","2023-05-30T08:17:21.868+00:00",[],[494],{"id":495,"createTime":28,"updateTime":28,"relativeEntities":496,"slug":28,"properties":497,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":507,"parentIds":508,"statistic":28},"6413896b-eca9-442b-a73f-182a58a0ce40",[],{"title":498,"address":501,"country":504,"abbreviation":505},{"EN":499,"VI":500},"Can Tho University of Medicine and Pharmacy","Trường Đại học Y Dược Cần Thơ",{"EN":502,"VI":503},"No 179, Nguyen Van Cu street, An Khanh ward, Ninh Kieu district, Can Tho city, Vietnam","Số 179, đường Nguyễn Văn Cừ, phường An Khánh, quận Ninh Kiều, thành phố Cần Thơ, Việt Nam",{"VOID":15},{"VOID":506},"ctump","http:\u002F\u002Fwww.ctump.edu.vn\u002F",[],[],"https:\u002F\u002Ftapchi.ctump.edu.vn\u002Findex.php\u002Fctump",{"impactFactor":32,"impactFactorByYear":512,"i10Index":32,"i10IndexLast5Year":32,"totalPublication":514,"totalPublicationByYear":515,"totalCitation":520,"totalCitationByYear":521,"totalCitationPerPublication":108,"totalCitationPerPublicationByYear":523,"hindexLast5Year":45,"hindex":45},{"2022":513,"2023":111,"2024":106},0.01,1556,{"2020":47,"2021":516,"2022":517,"2023":518,"2024":519,"2025":122},57,306,801,358,161,{"2021":146,"2022":280,"2023":522},99,{"2021":524,"2022":318,"2023":104},0.23,{"impactFactor":28,"impactFactorByYear":28,"i10Index":123,"i10IndexLast5Year":123,"totalPublication":526,"totalPublicationByYear":527,"totalCitation":526,"totalCitationByYear":528,"totalCitationPerPublication":40,"totalCitationPerPublicationByYear":531,"hindexLast5Year":49,"hindex":49},476,{"0":205,"2019":123,"2021":139,"2022":459,"2023":451,"2024":357,"2025":49,"2026":48},{"2021":42,"2022":123,"2023":161,"2024":529,"2025":360,"2026":530},136,83,{"2021":105,"2022":513,"2023":532,"2024":127,"2025":533,"2026":534},0.62,25.43,13.83,{"id":536,"createTime":537,"updateTime":382,"relativeEntities":538,"slug":539,"properties":540,"entityType":25,"verifyStatus":26,"verifyTime":28,"verifyNote":28,"languages":552,"translateLanguages":28,"viewCount":133,"subjectFields":553,"manageAffiliations":554,"indexDatabases":555,"url":556,"thumbnailPath":557,"statistic":558,"gsStatistic":594,"type":55,"analyzePriority":28},"6984a56a-db70-403b-9cc4-4013e1ceaffa","2023-05-09T06:47:40.346+00:00",[],"T%E1%BA%A1p%20ch%C3%AD%20Nghi%C3%AAn%20c%E1%BB%A9u%20n%C6%B0%E1%BB%9Bc%20ngo%C3%A0i",{"country":541,"issn":542,"title":544,"introduce":547,"gsId":550},{"VOID":15},{"VOID":543},"25252445",{"EN":545,"VI":546},"VNU Journal of Foreign Studies","Tạp chí Nghiên cứu nước ngoài",{"EN":548,"VI":549},"{\"ops\":[{\"insert\":\"\\n\\nThe \\n\"},{\"attributes\":{\"italic\":true},\"insert\":\"VNU Journal of Science\"},{\"insert\":\"\\n was established in 1985 for the publication of national and international research papers in all fields of natural sciences and technology, social sciences and humanities. 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Mô hình này tương tự như mô hình của Childs và Collis-George (1950) nhưng sử dụng một giả định được điều chỉnh liên quan đến độ dẫn nước của chuỗi lỗ để tính đến tác động của phần lỗ lớn hơn. Một phương pháp tính toán được phát triển để xác định độ ẩm còn lại và để ngoại suy đường cong độ ẩm - đầu mao dẫn như đã đo trong một khoảng hạn chế. Mô hình được đề xuất được so sánh với các mô hình thực tiễn hiện có của Averjanov (1950), Wyllie và Gardner (1958), cũng như Millington và Quirk (1961) dựa trên dữ liệu đo được của 45 loại đất khác nhau. Dường như mô hình mới có sự phù hợp tốt hơn với các quan sát.\u003C\u002Fjats:p>","\u003Cjats:p>A simple analytic model is proposed which predicts the unsaturated hydraulic conductivity curves by using the moisture content‐capillary head curve and the measured value of the hydraulic conductivity at saturation. 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Civil Eng., 209, 10.1061\u002FJRCEA4.0000506",{"doi":1183},"10.1061\u002FJRCEA4.0000506",{"id":28,"text":1185,"url":28,"identifiers":1186},"10.1016\u002F0022-1694(71)90036-9",{"doi":1185},{"id":28,"text":1188,"url":28,"identifiers":1189},"10.2136\u002Fsssaj1968.03615995003200060020x",{"doi":1188},{"id":28,"text":1191,"url":28,"identifiers":1192},"10.1111\u002Fj.1365-2389.1958.tb01892.x",{"doi":1191},{"id":28,"text":1194,"url":28,"identifiers":1195},"10.1039\u002Ftf9615701200",{"doi":1194},{"id":28,"text":1197,"url":28,"identifiers":1198},"10.2136\u002Fsssaj1960.03615995002400030011x",{"doi":1197},{"id":28,"text":1200,"url":28,"identifiers":1201},"10.1097\u002F00010694-197001000-00002",{"doi":1200},{"id":28,"text":1203,"url":28,"identifiers":1204},"Rawitz E. The influence of a number of environmental factors on the availability of soil moisture to plants(in Hebrew) Ph.D. thesis Hebrew Univ. Rehovot Israel 1965.",{},{"id":28,"text":1206,"url":28,"identifiers":1207},"10.4141\u002Fcjss65-010",{"doi":1206},{"id":28,"text":1209,"url":28,"identifiers":1210},"10.1029\u002FWR006i003p00964",{"doi":1209},{"id":28,"text":1212,"url":28,"identifiers":1213},"10.2136\u002Fsssaj1969.03615995003300050011x",{"doi":1212},{"id":28,"text":1215,"url":28,"identifiers":1216},"10.1029\u002FWR007i004p00914",{"doi":1215},{"id":28,"text":1218,"url":28,"identifiers":1219},"10.2136\u002Fsssaj1966.03615995003000020008x",{"doi":1218},{"id":28,"text":1221,"url":28,"identifiers":1222},"Vachaud G., 1966, Vérification de la 1oi de Darcy generalisée et dé termination de la conductivité capillaire partir d'une infiltration horizontal, Ass. Int. Hydrol. Sci. Wageningen, 277",{},{"id":28,"text":1224,"url":28,"identifiers":1225},"Watson K. K., 1967, Experimental and numerical study of column drainage, J. Hydraul. Div. Amer. Soc. Civil Eng., 1",{},{"id":28,"text":1227,"url":28,"identifiers":1228},"Wyllie M. R. J., 1958, The generalized K ozeney Carman equation, World Oil, 210",{},{"id":1230,"createTime":1231,"updateTime":1232,"relativeEntities":1233,"slug":1234,"properties":1235,"entityType":953,"verifyStatus":884,"verifyTime":1250,"verifyNote":954,"languages":1251,"translateLanguages":1252,"viewCount":32,"primaryUrl":1253,"fullTextUrl":28,"authors":1254,"publicationType":973,"publisherRelationship":1277,"citationCount":1322,"citationInfo":1323,"publishDate":1339,"publishYear":1324,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":1340,"openAccess":28,"references":1341,"isForceReanalyzing":1024},"75977fac-998b-4ab8-a491-f401ea6dac5f","2024-09-01T07:05:32.365+00:00","2025-01-04T07:19:19.388+00:00",[],"Evaluating-the-use-of-goodness-of-fit-Measures-in-hydrologic-and-hydroclimatic-model-validation",{"openalex":1236,"mag":1238,"abstract":1240,"title":1243,"keywords":1246,"doi":1248},{"VOID":1237},"W2037460094",{"VOID":1239},"2037460094",{"VI":1241,"EN":1242},"\u003Cjats:p>Các chỉ số tương quan và các thước đo dựa trên tương quan (ví dụ, hệ số xác định) đã được sử dụng rộng rãi để đánh giá \"độ phù hợp\" của các mô hình thủy văn và thủy khí hậu. Những thước đo này quá nhạy cảm với các giá trị cực trị (ngoại lai) và không nhạy cảm với sự khác biệt thêm hoặc tỷ lệ giữa các dự đoán của mô hình và quan sát. Do những hạn chế này, các thước đo dựa trên tương quan có thể chỉ ra rằng một mô hình là một dự đoán tốt, ngay cả khi nó không phải vậy. Trong bài báo này, các thước đo độ phù hợp hữu ích hoặc thước đo sai số tương đối (bao gồm cả hệ số hiệu suất và chỉ số đồng thuận) vượt qua nhiều hạn chế của các thước đo dựa trên tương quan được thảo luận. Các điều chỉnh cho các thống kê này nhằm hỗ trợ trong việc diễn giải cũng được trình bày. Kết luận của bài báo là các chỉ số tương quan và các thước đo dựa trên tương quan không nên được sử dụng để đánh giá độ phù hợp của một mô hình thủy văn hoặc thủy khí hậu và rằng các thước đo đánh giá bổ sung (như thống kê tóm tắt và thước đo sai số tuyệt đối) nên bổ sung cho các công cụ đánh giá mô hình.\u003C\u002Fjats:p>","\u003Cjats:p>Correlation and correlation‐based measures (e.g., the coefficient of determination) have been widely used to evaluate the “goodness‐of‐fit” of hydrologic and hydroclimatic models. These measures are oversensitive to extreme values (outliers) and are insensitive to additive and proportional differences between model predictions and observations. Because of these limitations, correlation‐based measures can indicate that a model is a good predictor, even when it is not. In this paper, useful alternative goodness‐of‐fit or relative error measures (including the coefficient of efficiency and the index of agreement) that overcome many of the limitations of correlation‐based measures are discussed. Modifications to these statistics to aid in interpretation are presented. It is concluded that correlation and correlation‐based measures should not be used to assess the goodness‐of‐fit of a hydrologic or hydroclimatic model and that additional evaluation measures (such as summary statistics and absolute error measures) should supplement model evaluation tools.\u003C\u002Fjats:p>",{"EN":1244,"VI":1245},"Evaluating the use of “goodness‐of‐fit” Measures in hydrologic and hydroclimatic model validation","Đánh giá việc sử dụng các chỉ số \"độ phù hợp\" trong việc xác thực mô hình thủy văn và thủy khí hậu",{"VI":1247},"độ phù hợp, thước đo tương quan, mô hình thủy văn, mô hình thủy khí hậu, sai số tương đối, hệ số hiệu suất",{"VOID":1249},"10.1029\u002F1998wr900018","2024-09-01T07:05:32.364+00:00",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002F1998WR900018",[1255,1266],{"id":1256,"sortIndex":32,"researcher":28,"roles":1257,"affiliations":1258,"properties":1259},"f9ad5234-6423-4366-bb1a-bbef2ec4adb0",[],[],{"orcid":1260,"title":1262,"openalex":1264},{"VOID":1261},"https:\u002F\u002Forcid.org\u002F0000-0003-4323-4416",{"EN":1263},"David R. Legates",{"VOID":1265},"A5035601895",{"id":1267,"sortIndex":40,"researcher":28,"roles":1268,"affiliations":1269,"properties":1270},"001037a7-6452-4c93-abc8-e649b0cde813",[],[],{"orcid":1271,"title":1273,"openalex":1275},{"VOID":1272},"https:\u002F\u002Forcid.org\u002F0000-0002-9258-2997",{"EN":1274},"Gregory J. McCabe",{"VOID":1276},"A5033673586",{"url":28,"publisher":1278,"properties":1316},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":1279,"slug":872,"properties":1280,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":1285,"manageAffiliations":1290,"indexDatabases":1301,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":1281,"eissn":1282,"issn":1283,"title":1284},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[1286],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":1287,"label":1288,"description":1289,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[1291,1296],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":1292,"slug":28,"properties":1293,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1295,"statistic":28},[],{"title":1294},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":1297,"slug":28,"properties":1298,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1300,"statistic":28},[],{"title":1299},{"EN":905},[],[1302,1309],{"id":909,"indexDatabase":1303,"url":921,"indexYears":28,"academicFieldIds":1308,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":1304,"label":1305,"description":1306,"key":918,"publicationTags":1307,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":1310,"url":933,"indexYears":934,"academicFieldIds":1315,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":1311,"label":1312,"description":1313,"key":781,"publicationTags":1314,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":1317,"pages":1318,"volume":1320},{"VOID":1015},{"VOID":1319},"233-241",{"VOID":1321},"35",3956,{"total":1322,"publishYear":1324,"statisticByYear":1325},1999,{"2012":1326,"2013":1327,"2014":1328,"2015":1329,"2016":1330,"2017":1331,"2018":1332,"2019":1333,"2020":1334,"2021":1335,"2022":1336,"2023":1337,"2024":1338},176,181,207,241,234,239,279,288,289,321,273,257,138,"1999-01-01",[920,937],[1342,1345,1348,1351,1354,1357,1360,1363,1367,1370,1373,1376,1379,1382,1385,1388,1392,1395,1398,1401,1404,1407,1410,1413,1416,1419,1422,1425,1428],{"id":28,"text":1343,"url":28,"identifiers":1344},"Burt J. E., 1996, Elementary Statistics for Geographers",{},{"id":28,"text":1346,"url":28,"identifiers":1347},"10.1093\u002Fbiomet\u002F68.3.589",{"doi":1346},{"id":28,"text":1349,"url":28,"identifiers":1350},"10.2307\u002F3314608",{"doi":1349},{"id":28,"text":1352,"url":28,"identifiers":1353},"10.2307\u002F2685844",{"doi":1352},{"id":28,"text":1355,"url":28,"identifiers":1356},"10.1016\u002F0022-1694(78)90155-5",{"doi":1355},{"id":28,"text":1358,"url":28,"identifiers":1359},"10.1002\u002F(SICI)1099-1085(19980330)12:4\u003C613::AID-HYP609>3.0.CO;2-0",{"doi":1358},{"id":28,"text":1361,"url":28,"identifiers":1362},"10.1175\u002F1520-0442(1996)009\u003C2281:DGGICC>2.0.CO;2",{"doi":1361},{"id":28,"text":1364,"url":28,"identifiers":1365},"Jensen M. E., 1963, Estimating evapotranspiration from solar radiation, J. Irrig. Drain. Div., Am. Soc. Civ. Eng., 89, 15, 10.1061\u002FJRCEA4.0000287",{"doi":1366},"10.1061\u002FJRCEA4.0000287",{"id":28,"text":1368,"url":28,"identifiers":1369},"10.1016\u002F0169-8095(94)90093-0",{"doi":1368},{"id":28,"text":1371,"url":28,"identifiers":1372},"Kohler M. A. T. J.Nordenson D. R.Baker Evaporation maps for the United States Plate 3 Tech. Pap. 37 Weather Bur. U.S. Dep. of Commer. Washington D.C. 1959.",{},{"id":28,"text":1374,"url":28,"identifiers":1375},"Leavesley G. H. R. W.Lichty B. M.Troutman L. G.Saindon Precipitation‐runoff modeling system user's manualU.S. Geol. Sur. Water Resour. Invest. Rep. 83‐4238 207 1983.",{},{"id":28,"text":1377,"url":28,"identifiers":1378},"Leavesley G. H. M. D.Branson L. E.Hay Using coupled atmospheric and hydrologic models to investigate the effects of climate change in mountainous regions Proceedings of the Symposium on Managing Water Resources During Global Change 691–700Am. Water Resour. Assoc. Bethesda Md. 1992.",{},{"id":28,"text":1380,"url":28,"identifiers":1381},"10.1029\u002F97GL02207",{"doi":1380},{"id":28,"text":1383,"url":28,"identifiers":1384},"10.2307\u002F215350",{"doi":1383},{"id":28,"text":1386,"url":28,"identifiers":1387},"10.1080\u002F02626669509491417",{"doi":1386},{"id":28,"text":1389,"url":28,"identifiers":1390},"McCabe G. J., 1987, An index of evaporation in southern Louisiana, Phys. Geogr., 8, 99, 10.1080\u002F02723646.1987.10642314",{"doi":1391},"10.1080\u002F02723646.1987.10642314",{"id":28,"text":1393,"url":28,"identifiers":1394},"10.1029\u002FWR011i006p01021",{"doi":1393},{"id":28,"text":1396,"url":28,"identifiers":1397},"Moore D. S., 1991, Statistics: Concepts and Controversies",{},{"id":28,"text":1399,"url":28,"identifiers":1400},"10.1016\u002F0022-1694(70)90255-6",{"doi":1399},{"id":28,"text":1402,"url":28,"identifiers":1403},"10.1007\u002FBF00223722",{"doi":1402},{"id":28,"text":1405,"url":28,"identifiers":1406},"10.1038\u002F382039a0",{"doi":1405},{"id":28,"text":1408,"url":28,"identifiers":1409},"Song Z., 1991, Calibration of a parametric‐stochastic model, Hydrol. Sci. Technol., 6, 93",{},{"id":28,"text":1411,"url":28,"identifiers":1412},"10.2307\u002F210739",{"doi":1411},{"id":28,"text":1414,"url":28,"identifiers":1415},"10.1029\u002FWR002i003p00455",{"doi":1414},{"id":28,"text":1417,"url":28,"identifiers":1418},"10.1029\u002FWR026i010p02401",{"doi":1417},{"id":28,"text":1420,"url":28,"identifiers":1421},"10.1080\u002F02723646.1981.10642213",{"doi":1420},{"id":28,"text":1423,"url":28,"identifiers":1424},"10.1007\u002F978-94-017-3048-8_23",{"doi":1423},{"id":28,"text":1426,"url":28,"identifiers":1427},"10.1002\u002Fjoc.3370150207",{"doi":1426},{"id":28,"text":1429,"url":28,"identifiers":1430},"10.1029\u002FJC090iC05p08995",{"doi":1429},{"id":1432,"createTime":1433,"updateTime":1434,"relativeEntities":1435,"slug":1436,"properties":1437,"entityType":953,"verifyStatus":884,"verifyTime":1451,"verifyNote":954,"languages":1452,"translateLanguages":1453,"viewCount":32,"primaryUrl":1454,"fullTextUrl":28,"authors":1455,"publicationType":973,"publisherRelationship":1489,"citationCount":1535,"citationInfo":1536,"publishDate":1546,"publishYear":1537,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":1547,"openAccess":28,"references":1548,"isForceReanalyzing":1024},"816baead-095b-40eb-974f-5f7101780604","2024-08-22T08:05:14.615+00:00","2025-01-04T07:20:15.435+00:00",[],"Effective-and-efficient-global-optimization-for-conceptual-rainfall-runoff-models",{"openalex":1438,"mag":1440,"abstract":1442,"title":1445,"keywords":1448,"doi":1449},{"VOID":1439},"W2133837084",{"VOID":1441},"2133837084",{"VI":1443,"EN":1444},"\u003Cjats:p>Việc áp dụng thành công mô hình mưa - chảy (CRR) dựa trên khái niệm phụ thuộc vào mức độ chính xác trong việc hiệu chỉnh mô hình. Mặc dù mô hình CRR rất phổ biến, nhưng các báo cáo trong tài liệu cho thấy rằng thường khó, nếu không muốn nói là không thể, để có được các giá trị tối ưu duy nhất cho các tham số của chúng bằng các phương pháp hiệu chỉnh tự động. Trừ khi có thể tìm thấy tập hợp tham số tốt nhất liên quan đến một bộ dữ liệu hiệu chỉnh nhất định, thì việc xác định độ nhạy của các ước lượng tham số (và do đó, dự đoán của mô hình) đối với các yếu tố như sai số dữ liệu đầu vào và đầu ra, sai số mô hình, số lượng và chất lượng dữ liệu, hàm mục tiêu được sử dụng, và những yếu tố khác sẽ rất khó khăn. Kết quả được trình bày rõ ràng xác định bản chất của vấn đề tối ưu nhiều giai đoạn đối với mô hình CRR nghiên cứu SIXPAR. Những kết quả này cho thấy gì rằng vấn đề tối ưu hóa mô hình CRR khó khăn hơn rất nhiều so với những gì đã được nghĩ trước đây và rằng các quy trình tìm kiếm địa phương hiện đang được sử dụng có khả năng rất thấp trong việc tìm thấy các tập hợp tham số tối ưu. Tiếp theo, hiệu suất của ba quy trình tìm kiếm toàn cục hiện có được đánh giá trên mô hình SIXPAR. Cuối cùng, một quy trình tối ưu hóa toàn cục mới mạnh mẽ được trình bày, được gọi là phương pháp phát triển phức hợp xáo trộn (SCE-UA), đã có khả năng xác định nhất quán điểm tối ưu toàn cục của mô hình SIXPAR, và dường như có khả năng giải quyết hiệu quả và hiệu suất cao vấn đề tối ưu hóa mô hình CRR.\u003C\u002Fjats:p>","\u003Cjats:p>The successful application of a conceptual rainfall‐runoff (CRR) model depends on how well it is calibrated. Despite the popularity of CRR models, reports in the literature indicate that it is typically difficult, if not impossible, to obtain unique optimal values for their parameters using automatic calibration methods. Unless the best set of parameters associated with a given calibration data set can be found, it is difficult to determine how sensitive the parameter estimates (and hence the model forecasts) are to factors such as input and output data error, model error, quantity and quality of data, objective function used, and so on. Results are presented that establish clearly the nature of the multiple optima problem for the research CRR model SIXPAR. These results suggest that the CRR model optimization problem is more difficult than had been previously thought and that currently used local search procedures have a very low probability of successfully finding the optimal parameter sets. Next, the performance of three existing global search procedures are evaluated on the model SIXPAR. Finally, a powerful new global optimization procedure is presented, entitled the shuffled complex evolution (SCE‐UA) method, which was able to consistently locate the global optimum of the SIXPAR model, and appears to be capable of efficiently and effectively solving the CRR model optimization problem.\u003C\u002Fjats:p>",{"EN":1446,"VI":1447},"Effective and efficient global optimization for conceptual rainfall‐runoff models","Tối ưu hóa toàn cục hiệu quả và hiệu suất cao cho các mô hình mưa - chảy",{"VI":1043},{"VOID":1450},"10.1029\u002F91wr02985","2024-08-22T08:05:14.614+00:00",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002F91WR02985",[1456,1467,1478],{"id":1457,"sortIndex":32,"researcher":28,"roles":1458,"affiliations":1459,"properties":1460},"100c9c3a-bee9-47c9-b419-2fc492bdfdd8",[],[],{"orcid":1461,"title":1463,"openalex":1465},{"VOID":1462},"https:\u002F\u002Forcid.org\u002F0000-0001-9955-1512",{"EN":1464},"Qingyun Duan",{"VOID":1466},"A5018335704",{"id":1468,"sortIndex":40,"researcher":28,"roles":1469,"affiliations":1470,"properties":1471},"8860eb5c-6f1f-4514-8e3c-506f71622150",[],[],{"orcid":1472,"title":1474,"openalex":1476},{"VOID":1473},"https:\u002F\u002Forcid.org\u002F0000-0001-7774-5113",{"EN":1475},"Soroosh Sorooshian",{"VOID":1477},"A5071637554",{"id":1479,"sortIndex":123,"researcher":28,"roles":1480,"affiliations":1481,"properties":1482},"91ef5518-9081-45db-b91a-bf4e8cdcdfe7",[],[],{"orcid":1483,"title":1485,"openalex":1487},{"VOID":1484},"https:\u002F\u002Forcid.org\u002F0000-0003-1565-5918",{"EN":1486},"Vijai Kumar Gupta",{"VOID":1488},"A5011787152",{"url":28,"publisher":1490,"properties":1528},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":1491,"slug":872,"properties":1492,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":1497,"manageAffiliations":1502,"indexDatabases":1513,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":1493,"eissn":1494,"issn":1495,"title":1496},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[1498],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":1499,"label":1500,"description":1501,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[1503,1508],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":1504,"slug":28,"properties":1505,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1507,"statistic":28},[],{"title":1506},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":1509,"slug":28,"properties":1510,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1512,"statistic":28},[],{"title":1511},{"EN":905},[],[1514,1521],{"id":909,"indexDatabase":1515,"url":921,"indexYears":28,"academicFieldIds":1520,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":1516,"label":1517,"description":1518,"key":918,"publicationTags":1519,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":1522,"url":933,"indexYears":934,"academicFieldIds":1527,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":1523,"label":1524,"description":1525,"key":781,"publicationTags":1526,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":1529,"pages":1531,"volume":1533},{"VOID":1530},"4",{"VOID":1532},"1015-1031",{"VOID":1534},"28",3075,{"total":1535,"publishYear":1537,"statisticByYear":1538},1992,{"2012":1539,"2013":1540,"2014":360,"2015":1541,"2016":575,"2017":1542,"2018":1543,"2019":1544,"2020":613,"2021":1543,"2022":1545,"2023":153,"2024":829},137,157,191,127,151,144,131,"1992-04-01",[920,937],[1549,1552,1555,1558,1561,1564,1567,1570,1573,1576,1579,1582,1585,1588,1591,1594,1597,1600,1603,1606,1609,1612,1615,1617,1620,1623,1626,1629,1632,1635,1638,1641,1644,1646,1649],{"id":28,"text":1550,"url":28,"identifiers":1551},"Brazil L. E. Multilevel calibration strategy for complex hydrologic simulation models Ph.D. dissertation Dep. of Civ. Eng. Colo. State Univ. Fort Collins 1988.",{},{"id":28,"text":1553,"url":28,"identifiers":1554},"Brazil L. E., 1981, Water and Related Land Resource Systems, 457",{},{"id":28,"text":1556,"url":28,"identifiers":1557},"Brazil L. E. W. F.Krajewski Optimization of complex hydrologic models using random search methodsEngineering Hydrology ConferenceHydraul. Div. Am. Soc. Civ. Eng.Williamsburg Va.Aug. 3–7 1987.",{},{"id":28,"text":1559,"url":28,"identifiers":1560},"Burnash R. J. E. R. L.Ferral R. A.McGuire A generalized streamflow simulation system reportJoint Fed.‐State River Forecast Center Sacramento Calif. 1973.",{},{"id":28,"text":1562,"url":28,"identifiers":1563},"Chapman T. G. Optimization of a rainfall‐runoff model for an ar\u002Fd zone catchment UNESCO Publ. 96 126–143 U. N. Educ. Sci. and Cult. Organ. Wallington N. Z. 1970.",{},{"id":28,"text":1565,"url":28,"identifiers":1566},"Crawford N. H. R. K.Linsley Digital simulation in Hydrology: Stanford watershed model IVTech. Rep. 39Dept. of Civ. Eng. Stanford Univ. Stanford Calif. 1966.",{},{"id":28,"text":1568,"url":28,"identifiers":1569},"Dawdy D. R., 1965, Mathematical models of catchment behavior, J. Hydraul. Div. Am. Soc. Civ. Eng., 91, 113",{},{"id":28,"text":1571,"url":28,"identifiers":1572},"Duan Q. A global optimization strategy for efficient and effective calibration of hydrologic models Ph.D. thesis Dep. of Hydrol. and Water Resour. Univ. of Ariz. Tucson 1991.",{},{"id":28,"text":1574,"url":28,"identifiers":1575},"Duan Q., 1992, A shuffled complex evolution approach for effective and efficient global minimization, J. Optim. Theory Appl.",{},{"id":28,"text":1577,"url":28,"identifiers":1578},"10.1029\u002FWR026i007p01595",{"doi":1577},{"id":28,"text":1580,"url":28,"identifiers":1581},"10.1029\u002FWR026i007p01605",{"doi":1580},{"id":28,"text":1583,"url":28,"identifiers":1584},"Gupta V. K. Calibration of conceptual rainfall‐runoff models: Problems caused by model structure M.S. thesis Syst. Eng. Dep. Case Western Reserve Univ. Cleveland Ohio 1982.",{},{"id":28,"text":1586,"url":28,"identifiers":1587},"10.1029\u002FWR019i001p00269",{"doi":1586},{"id":28,"text":1589,"url":28,"identifiers":1590},"10.1029\u002FWR021i004p00473",{"doi":1589},{"id":28,"text":1592,"url":28,"identifiers":1593},"10.1029\u002FWR024i005p00691",{"doi":1592},{"id":28,"text":1595,"url":28,"identifiers":1596},"Holland J. H., 1975, Adaptation in Natural and Artificial Systems",{},{"id":28,"text":1598,"url":28,"identifiers":1599},"Ibbitt R. P. Systematic parameter fitting for conceptual models of catchment hydrology Ph.D. dissertation Imp. Coll. of Sci. and Technol. Univ. of London London England 1970.",{},{"id":28,"text":1601,"url":28,"identifiers":1602},"10.1029\u002FWR012i003p00477",{"doi":1601},{"id":28,"text":1604,"url":28,"identifiers":1605},"10.1016\u002F0005-1098(63)90018-9",{"doi":1604},{"id":28,"text":1607,"url":28,"identifiers":1608},"Larimore W. E. Applications of the maximum likelihood parameter identification to hydrologic forecastingRep. TR‐1480‐3The Analytic Sciences Corporation Reading Mass. 1981.",{},{"id":28,"text":1610,"url":28,"identifiers":1611},"Masri S. F. G. A.Bekey F. B.Safford An adaptive random search method for identification of large‐scale nonlinear systems Identif. Syst. Parameter Estim. Proc. IFAC Symp. 4th 1976 246–255 1978.",{},{"id":28,"text":1613,"url":28,"identifiers":1614},"Monro J. C. Direct search optimization in mathematical modeling and a watershed model applicationTech. Memo NWS HYDRO‐12Natl. Oceanic and Atmos. Admin. U.S. Dep. of Commerce Silver Spring Md. 1971.",{},{"id":28,"text":1399,"url":28,"identifiers":1616},{"doi":1399},{"id":28,"text":1618,"url":28,"identifiers":1619},"10.1093\u002Fcomjnl\u002F7.4.308",{"doi":1618},{"id":28,"text":1621,"url":28,"identifiers":1622},"10.1080\u002F02626667709491716",{"doi":1621},{"id":28,"text":1624,"url":28,"identifiers":1625},"10.1007\u002FBF00939049",{"doi":1624},{"id":28,"text":1627,"url":28,"identifiers":1628},"10.1016\u002F0378-4754(84)90105-8",{"doi":1627},{"id":28,"text":1630,"url":28,"identifiers":1631},"Rinnooy Kan A. H. G., 1989, New Methods in Optimization and Their Industrial Uses",{},{"id":28,"text":1633,"url":28,"identifiers":1634},"Sorooshian S. Considerations of stochastic properties in parameter estimation of hydrologic rainfall‐runoff models Ph.D. dissertation Univ. of Calif. Los Angeles 1978.",{},{"id":28,"text":1636,"url":28,"identifiers":1637},"10.1029\u002FWR018i005p01531",{"doi":1636},{"id":28,"text":1639,"url":28,"identifiers":1640},"10.1029\u002FWR016i002p00430",{"doi":1639},{"id":28,"text":1642,"url":28,"identifiers":1643},"10.1029\u002FWR019i001p00251",{"doi":1642},{"id":28,"text":1642,"url":28,"identifiers":1645},{"doi":1642},{"id":28,"text":1647,"url":28,"identifiers":1648},"10.1007\u002F3-540-50871-6",{"doi":1647},{"id":28,"text":1650,"url":28,"identifiers":1651},"10.1029\u002F91WR01305",{"doi":1650},{"id":1653,"createTime":1654,"updateTime":1655,"relativeEntities":1656,"slug":1657,"properties":1658,"entityType":953,"verifyStatus":884,"verifyTime":1654,"verifyNote":954,"languages":1672,"translateLanguages":1673,"viewCount":32,"primaryUrl":1674,"fullTextUrl":28,"authors":1675,"publicationType":973,"publisherRelationship":1707,"citationCount":1752,"citationInfo":1753,"publishDate":1759,"publishYear":1754,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":1760,"openAccess":28,"references":1761,"isForceReanalyzing":1024},"82168d47-dc58-4897-ac44-7f1f8c8d7db5","2024-09-12T09:50:05.935+00:00","2025-01-04T07:21:12.418+00:00",[],"Techniques-of-trend-analysis-for-monthly-water-quality-data",{"openalex":1659,"mag":1661,"abstract":1663,"title":1666,"keywords":1669,"doi":1670},{"VOID":1660},"W2137595065",{"VOID":1662},"2137595065",{"VI":1664,"EN":1665},"\u003Cjats:p>Các đặc điểm làm phức tạp phân tích chuỗi thời gian chất lượng nước bao gồm phân phối không bình thường, tính mùa vụ, mối liên quan đến dòng chảy, giá trị thiếu, giá trị dưới giới hạn phát hiện và tương quan serial. Bài viết này trình bày các kỹ thuật phù hợp để phân tích khám phá dữ liệu chất lượng nước hàng tháng cho các xu hướng đơn điệu đối mặt với những phức tạp nêu trên. Quy trình đầu tiên được mô tả là một kiểm định phi tham số cho xu hướng áp dụng cho các tập dữ liệu có tính mùa vụ, giá trị thiếu hoặc các giá trị được báo cáo là ‘thấp hơn': kiểm định Kendall theo mùa. Dưới các quá trình xác suất thực tế (thể hiện tính mùa vụ, độ nghiêng và tương quan serial), kiểm định này có tính ổn định hơn so với các lựa chọn tham số, mặc dù cả kiểm định Kendall theo mùa và các lựa chọn thay thế đều không thể được coi là kiểm định chính xác trong sự hiện diện của tương quan serial. Quy trình thứ hai, ước lượng độ dốc Kendall theo mùa, là một ước lượng về độ lớn xu hướng. Đây là một ước lượng không thiên lệch về độ dốc của một xu hướng tuyến tính và có độ chính xác cao hơn đáng kể so với một ước lượng hồi quy trong trường hợp dữ liệu có độ nghiêng cao nhưng độ chính xác thấp hơn đối với dữ liệu bình thường. Quy trình thứ ba cung cấp một phương tiện để kiểm tra sự thay đổi theo thời gian trong mối quan hệ giữa nồng độ thành phần và dòng chảy, do đó tránh vấn đề xác định các xu hướng trong chất lượng nước có thể là artefact của chuỗi xả cụ thể đã quan sát (ví dụ: tác động của hạn hán). Trong phương pháp này, nồng độ đã điều chỉnh theo dòng chảy được định nghĩa là phần dư (thực tế trừ đi kỳ vọng có điều kiện) dựa trên hồi quy nồng độ theo một số hàm của dòng xả. Những nồng độ đã điều chỉnh theo dòng chảy này, cũng có thể có tính mùa vụ và không bình thường, sau đó có thể được kiểm tra xu hướng bằng cách sử dụng kiểm định Kendall theo mùa.\u003C\u002Fjats:p>","\u003Cjats:p>Some of the characteristics that complicate the analysis of water quality time series are non‐normal distributions, seasonality, flow relatedness, missing values, values below the limit of detection, and serial correlation. Presented here are techniques that are suitable in the face of the complications listed above for the exploratory analysis of monthly water quality data for monotonie trends. The first procedure described is a nonparametric test for trend applicable to data sets with seasonality, missing values, or values reported as ‘less than’: the seasonal Kendall test. Under realistic stochastic processes (exhibiting seasonality, skewness, and serial correlation), it is robust in comparison to parametric alternatives, although neither the seasonal Kendall test nor the alternatives can be considered an exact test in the presence of serial correlation. The second procedure, the seasonal Kendall slope estimator, is an estimator of trend magnitude. It is an unbiased estimator of the slope of a linear trend and has considerably higher precision than a regression estimator where data are highly skewed but somewhat lower precision where the data are normal. The third procedure provides a means for testing for change over time in the relationship between constituent concentration and flow, thus avoiding the problem of identifying trends in water quality that are artifacts of the particular sequence of discharges observed (e.g., drought effects). In this method a flow‐adjusted concentration is defined as the residual (actual minus conditional expectation) based on a regression of concentration on some function of discharge. These flow‐adjusted concentrations, which may also be seasonal and non‐normal, can then be tested for trend by using the seasonal Kendall test.\u003C\u002Fjats:p>",{"EN":1667,"VI":1668},"Techniques of trend analysis for monthly water quality data","Kỹ thuật phân tích xu hướng cho dữ liệu chất lượng nước hàng tháng",{"VI":1043},{"VOID":1671},"10.1029\u002Fwr018i001p00107",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002FWR018i001p00107",[1676,1687,1696],{"id":1677,"sortIndex":32,"researcher":28,"roles":1678,"affiliations":1679,"properties":1680},"74dabc94-a2dc-47a6-b016-9a1f64aa9488",[],[],{"orcid":1681,"title":1683,"openalex":1685},{"VOID":1682},"https:\u002F\u002Forcid.org\u002F0000-0002-4534-075X",{"EN":1684},"Robert M. Hirsch",{"VOID":1686},"A5043640177",{"id":1688,"sortIndex":40,"researcher":28,"roles":1689,"affiliations":1690,"properties":1691},"775b2df7-8291-4f5a-b138-533d014c0d79",[],[],{"title":1692,"openalex":1694},{"EN":1693},"James Richard Slack",{"VOID":1695},"A5014986804",{"id":1697,"sortIndex":123,"researcher":28,"roles":1698,"affiliations":1699,"properties":1700},"e42b4b32-0fc9-4baf-b2d8-8e7dbae95294",[],[],{"orcid":1701,"title":1703,"openalex":1705},{"VOID":1702},"https:\u002F\u002Forcid.org\u002F0000-0003-2117-2269",{"EN":1704},"Richard A. Smith",{"VOID":1706},"A5025564264",{"url":28,"publisher":1708,"properties":1746},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":1709,"slug":872,"properties":1710,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":1715,"manageAffiliations":1720,"indexDatabases":1731,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":1711,"eissn":1712,"issn":1713,"title":1714},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[1716],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":1717,"label":1718,"description":1719,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[1721,1726],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":1722,"slug":28,"properties":1723,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1725,"statistic":28},[],{"title":1724},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":1727,"slug":28,"properties":1728,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1730,"statistic":28},[],{"title":1729},{"EN":905},[],[1732,1739],{"id":909,"indexDatabase":1733,"url":921,"indexYears":28,"academicFieldIds":1738,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":1734,"label":1735,"description":1736,"key":918,"publicationTags":1737,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":1740,"url":933,"indexYears":934,"academicFieldIds":1745,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":1741,"label":1742,"description":1743,"key":781,"publicationTags":1744,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":1747,"pages":1748,"volume":1750},{"VOID":1015},{"VOID":1749},"107-121",{"VOID":1751},"18",2553,{"total":1752,"publishYear":1754,"statisticByYear":1755},1982,{"2012":1756,"2013":565,"2014":1539,"2015":211,"2016":211,"2017":690,"2018":1338,"2019":1545,"2020":1544,"2021":837,"2022":1757,"2023":1758,"2024":324},95,158,147,"1982-02-01",[920,937],[1762,1765,1768,1771,1774,1777,1780,1783,1786,1789,1792,1795,1798,1801,1804,1807,1811,1814],{"id":28,"text":1763,"url":28,"identifiers":1764},"10.2307\u002F2937031",{"doi":1763},{"id":28,"text":1766,"url":28,"identifiers":1767},"Bradley J. V., 1968, Distribution‐Free Statistical Tests",{},{"id":28,"text":1769,"url":28,"identifiers":1770},"Briggs J. C., 1978, Establishment of Water Quality Monitoring Programs, 49",{},{"id":28,"text":1772,"url":28,"identifiers":1773},"Brown R. L., 1975, Techniques for testing the constancy of regression relationship over time, J. R. Statist. Soc. Ser. B, 149",{},{"id":28,"text":1775,"url":28,"identifiers":1776},"Guy H. P., 1970, Techiques of Water‐Resources Investigations of the United States Geological Survey",{},{"id":28,"text":1778,"url":28,"identifiers":1779},"10.1029\u002FWR005i006p01353",{"doi":1778},{"id":28,"text":1781,"url":28,"identifiers":1782},"10.1093\u002Fbiomet\u002F30.1-2.81",{"doi":1781},{"id":28,"text":1784,"url":28,"identifiers":1785},"Kendall M. G., 1975, Rank Correlation Methods",{},{"id":28,"text":1787,"url":28,"identifiers":1788},"Kendall M. G. A.Stuart The Advanced Theory of Statistics 13 Hafner New York 1969.",{},{"id":28,"text":1790,"url":28,"identifiers":1791},"Langbein W. B. D. R.Dawdy Occurrence of dissolved solids in surface waters in the United States U.S. Geol. Surv. Prof. Pap. 501‐D D115–D117 1964.",{},{"id":28,"text":1793,"url":28,"identifiers":1794},"Lettenmaier D. P. Detection of trends in stream quality: Monitoring network design and data analysisTech. Rep. 51Harris Hydraul. Lab. Dept. of Civil Eng. Univ. of Wash. Seattle 1977.",{},{"id":28,"text":1796,"url":28,"identifiers":1797},"10.1029\u002FWR015i006p01717",{"doi":1796},{"id":28,"text":1799,"url":28,"identifiers":1800},"10.2307\u002F1907187",{"doi":1799},{"id":28,"text":1802,"url":28,"identifiers":1803},"10.1080\u002F01621459.1968.10480934",{"doi":1802},{"id":28,"text":1805,"url":28,"identifiers":1806},"Smith R. A. R. M.Hirsch J. R.Slack A study of trends in total phosphorus measurements at stations in the NASQAN network Water Supply Pap. 2190 U.S. Geol. Surv. Reston Va. 1982.",{},{"id":28,"text":1808,"url":28,"identifiers":1809},"Steele T. D. E. J.Gilroy R. O.Hawkinson An assessment of areal and temporal variations in streamflow quality using selected data from the National Stream Quality Accounting NetworkOpen File Rep. 74‐217U.S. Geol. Surv. Reston Va. 1974.",{"doi":1810},"10.3133\u002Fofr74217",{"id":28,"text":1812,"url":28,"identifiers":1813},"Theil H., 1950, A rank‐invariant method of linear and polynomial regression analysis, 1, 2, and 3, Ned. Akad. Wetensch Proc., 53",{},{"id":28,"text":1815,"url":28,"identifiers":1816},"10.1126\u002Fscience.174.4012.905",{"doi":1815},{"id":1818,"createTime":1819,"updateTime":1820,"relativeEntities":1821,"slug":1822,"properties":1823,"entityType":953,"verifyStatus":884,"verifyTime":1819,"verifyNote":954,"languages":1837,"translateLanguages":1838,"viewCount":32,"primaryUrl":1839,"fullTextUrl":28,"authors":1840,"publicationType":973,"publisherRelationship":1861,"citationCount":1906,"citationInfo":1907,"publishDate":1911,"publishYear":1908,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":1912,"openAccess":28,"references":1913,"isForceReanalyzing":1024},"638c2131-fbee-4697-9520-b03d0b3c622b","2024-09-22T03:56:43.808+00:00","2025-01-04T07:22:08.386+00:00",[],"Empirical-equations-for-some-soil-hydraulic-properties",{"openalex":1824,"mag":1826,"abstract":1828,"title":1831,"keywords":1834,"doi":1835},{"VOID":1825},"W2087105362",{"VOID":1827},"2087105362",{"VI":1829,"EN":1830},"\u003Cjats:p>Đặc trưng độ ẩm của đất có thể được mô hình hóa dưới dạng đường cong công suất kết hợp với một đoạn parabol ngắn gần bão hòa để đại diện cho sự gia nhập không khí dần dần. Chức năng hai phần này—cùng với một hàm công suất liên quan đến độ ẩm của đất và độ dẫn thủy lực—được sử dụng để đưa ra một công thức cho lực hút của mặt ướt cần thiết theo phương trình Green-Ampt. Các tham số đại diện cho đặc trưng độ ẩm, lực hút mặt ướt, và hệ số thấm, một tham số trong phương trình thấm nước do Philip (1957) đưa ra, được tính toán bằng cách sử dụng dữ liệu giải hấp của Holtan et al. (1968). Các giá trị trung bình của các tham số và độ lệch chuẩn liên quan được tính toán cho 11 loại kết cấu đất. Kết quả của nghiên cứu này chỉ ra rằng lũy thừa của đường cong công suất đặc trưng độ ẩm có thể được dự đoán khá tốt từ kết cấu đất và rằng sự gia nhập không khí dần dần có thể có tác động đáng kể đến lực hút mặt ướt của đất.\u003C\u002Fjats:p>","\u003Cjats:p>The soil moisture characteristic may be modeled as a power curve combined with a short parabolic section near saturation to represent gradual air entry. This two‐part function—together with a power function relating soil moisture and hydraulic conductivity—is used to derive a formula for the wetting front suction required by the Green‐Ampt equation. Representative parameters for the moisture characteristic, the wetting front suction, and the sorptivity, a parameter in the infiltration equation derived by Philip (1957), are computed by using the desorption data of Holtan et al. (1968). Average values of the parameters, and associated standard deviations, are calculated for 11 soil textural classes. The results of this study indicate that the exponent of the moisture characteristic power curve can be predicted reasonably well from soil texture and that gradual air entry may have a considerable effect on a soil's wetting front suction.\u003C\u002Fjats:p>",{"EN":1832,"VI":1833},"Empirical equations for some soil hydraulic properties","Các phương trình thực nghiệm cho một số tính chất thủy lực của đất",{"VI":1043},{"VOID":1836},"10.1029\u002Fwr014i004p00601",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002FWR014i004p00601",[1841,1850],{"id":1842,"sortIndex":32,"researcher":28,"roles":1843,"affiliations":1844,"properties":1845},"035843d5-4208-407b-aff3-530cd95f3f17",[],[],{"title":1846,"openalex":1848},{"EN":1847},"Roger B. Clapp",{"VOID":1849},"A5025020558",{"id":1851,"sortIndex":40,"researcher":28,"roles":1852,"affiliations":1853,"properties":1854},"c16c217e-6aab-4380-83a5-005b703ae613",[],[],{"orcid":1855,"title":1857,"openalex":1859},{"VOID":1856},"https:\u002F\u002Forcid.org\u002F0000-0001-7896-1678",{"EN":1858},"George M. Hornberger",{"VOID":1860},"A5046186509",{"url":28,"publisher":1862,"properties":1900},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":1863,"slug":872,"properties":1864,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":1869,"manageAffiliations":1874,"indexDatabases":1885,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":1865,"eissn":1866,"issn":1867,"title":1868},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[1870],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":1871,"label":1872,"description":1873,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[1875,1880],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":1876,"slug":28,"properties":1877,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1879,"statistic":28},[],{"title":1878},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":1881,"slug":28,"properties":1882,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":1884,"statistic":28},[],{"title":1883},{"EN":905},[],[1886,1893],{"id":909,"indexDatabase":1887,"url":921,"indexYears":28,"academicFieldIds":1892,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":1888,"label":1889,"description":1890,"key":918,"publicationTags":1891,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":1894,"url":933,"indexYears":934,"academicFieldIds":1899,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":1895,"label":1896,"description":1897,"key":781,"publicationTags":1898,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":1901,"pages":1902,"volume":1904},{"VOID":1530},{"VOID":1903},"601-604",{"VOID":1905},"14",2378,{"total":1906,"publishYear":1908,"statisticByYear":1909},1978,{"2012":1910,"2013":1910,"2014":161,"2015":333,"2016":156,"2017":567,"2018":333,"2019":334,"2020":1910,"2021":211,"2022":334,"2023":574,"2024":688},81,"1978-08-01",[920,937],[1914,1917,1920,1923,1926,1929,1932,1935,1938,1941,1944,1947,1950,1953,1956],{"id":28,"text":1915,"url":28,"identifiers":1916},"Amerman C. R., 1973, Field Soil Water Regime, Spec. Publ.",{},{"id":28,"text":1918,"url":28,"identifiers":1919},"10.1029\u002FWR013i003p00680",{"doi":1918},{"id":28,"text":1921,"url":28,"identifiers":1922},"10.1029\u002FWR012i006p01118",{"doi":1921},{"id":28,"text":1924,"url":28,"identifiers":1925},"10.1097\u002F00010694-197406000-00001",{"doi":1924},{"id":28,"text":1927,"url":28,"identifiers":1928},"10.1029\u002FWR013i002p00395",{"doi":1927},{"id":28,"text":1930,"url":28,"identifiers":1931},"10.1029\u002FWR006i003p00851",{"doi":1930},{"id":28,"text":1933,"url":28,"identifiers":1934},"Green W. H., 1911, Studies on soil physics, 1, Flow of air and water through soils, J. Agr. Sci., 4, 1",{},{"id":28,"text":1936,"url":28,"identifiers":1937},"Holtan H. N. C. B.England G. P.Lawless G. A.Schumaker Moisture‐tension data for selected soils on experimental watershedsARS 41‐144 609Agr. Res. Serv. Beltsville Md. 1968.",{},{"id":28,"text":1939,"url":28,"identifiers":1940},"Li E. A., 1976, Estimating saturated hydraulic conductivity and capillary potential at the wetting front",{},{"id":28,"text":1942,"url":28,"identifiers":1943},"10.1029\u002FWR009i002p00384",{"doi":1942},{"id":28,"text":1945,"url":28,"identifiers":1946},"10.1029\u002FWR012i003p00564",{"doi":1945},{"id":28,"text":1948,"url":28,"identifiers":1949},"10.1097\u002F00010694-195709000-00010",{"doi":1948},{"id":28,"text":1951,"url":28,"identifiers":1952},"Philip J. R., 1975, Prediction in Catchment Hydrology, 23",{},{"id":28,"text":1954,"url":28,"identifiers":1955},"10.1029\u002FWR007i006p01575",{"doi":1954},{"id":28,"text":1957,"url":28,"identifiers":1958},"U.S. Department of Agriculture, 1951, Soil survey manual, U.S. Dep. Agr. Agr. Handb., 18, 1",{},{"id":1960,"createTime":1961,"updateTime":1962,"relativeEntities":1963,"slug":1964,"properties":1965,"entityType":953,"verifyStatus":884,"verifyTime":1961,"verifyNote":954,"languages":1979,"translateLanguages":1980,"viewCount":32,"primaryUrl":1981,"fullTextUrl":28,"authors":1982,"publicationType":973,"publisherRelationship":2014,"citationCount":2059,"citationInfo":2060,"publishDate":2069,"publishYear":2061,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":2070,"openAccess":28,"references":2071,"isForceReanalyzing":1024},"8d30ea2d-9dae-4023-aa95-b4ebb39460f4","2024-09-03T22:14:14.726+00:00","2025-01-04T07:23:04.595+00:00",[],"Response-of-mean-annual-evapotranspiration-to-vegetation-changes-at-catchment-scale",{"openalex":1966,"mag":1968,"abstract":1970,"title":1973,"keywords":1976,"doi":1977},{"VOID":1967},"W1976095361",{"VOID":1969},"1976095361",{"VI":1971,"EN":1972},"\u003Cjats:p>Bây giờ đã được xác định rõ rằng các lưu vực có rừng có mức bốc hơi cao hơn so với các lưu vực có cỏ. Do đó, quản lý sử dụng đất và các chiến lược phục hồi sẽ ảnh hưởng đến cân bằng nước của lưu vực và do đó là sản lượng nước và sạc ngầm. Các yếu tố điều khiển chính ảnh hưởng đến sự bốc hơi là sự chặn lại mưa, bức xạ ròng, đối lưu, vận chuyển hỗn loạn, diện tích lá và khả năng giữ nước có sẵn của cây trồng. Tầm quan trọng tương đối của các yếu tố này phụ thuộc vào điều kiện khí hậu, đất đai và thảm thực vật. Kết quả từ hơn 250 lưu vực trên toàn thế giới cho thấy rằng đối với một mức độ che phủ rừng nhất định, có mối quan hệ tốt giữa sự bốc hơi trung bình dài hạn và lượng mưa. Từ các quan sát này và dựa trên các công trình lý thuyết trước đó, một mô hình đơn giản hai tham số đã được phát triển để liên kết sự bốc hơi trung bình hàng năm với lượng mưa, bốc hơi tiềm năng và khả năng giữ nước có sẵn của cây trồng. Sai số tuyệt đối trung bình giữa sự bốc hơi được mô phỏng và đo được là 42 mm, tương đương 6,0%; đường hồi quy bình phương nhỏ nhất qua gốc tọa độ có độ dốc là 1,00 và hệ số tương quan là 0,96. Mô hình cho thấy tiềm năng cho nhiều ứng dụng khác nhau bao gồm mô hình hóa sản lượng nước và ước tính sạc. Mô hình này là một công cụ thực tiễn có thể dễ dàng được sử dụng để đánh giá tác động trung bình lâu dài của các thay đổi trong thảm thực vật lên sự bốc hơi của lưu vực và có thể được biện minh về mặt khoa học.\u003C\u002Fjats:p>","\u003Cjats:p>It is now well established that forested catchments have higher evapotranspiration than grassed catchments. Thus land use management and rehabilitation strategies will have an impact on catchment water balance and hence water yield and groundwater recharge. The key controls on evapotranspiration are rainfall interception, net radiation, advection, turbulent transport, leaf area, and plant‐available water capacity. The relative importance of these factors depends on climate, soil, and vegetation conditions. Results from over 250 catchments worldwide show that for a given forest cover, there is a good relationship between long‐term average evapotranspiration and rainfall. From these observations and on the basis of previous theoretical work a simple two‐parameter model was developed that relates mean annual evapotranspiration to rainfall, potential evapotranspiration, and plant‐available water capacity. The mean absolute error between modeled and measured evapotranspiration was 42 mm or 6.0%; the least squares line through the origin had as lope of 1.00 and a correlation coefficient of 0.96. The model showed potential for a variety of applications including water yield modeling and recharge estimation. The model is a practical tool that can be readily used for assessing the long‐term average effect of vegetation changes on catchment evapotranspiration and is scientifically justifiable.\u003C\u002Fjats:p>",{"EN":1974,"VI":1975},"Response of mean annual evapotranspiration to vegetation changes at catchment scale","Phản ứng của sự bốc hơi trung bình hàng năm đối với sự thay đổi của thực vật ở quy mô lưu vực",{"VI":1043},{"VOID":1978},"10.1029\u002F2000wr900325",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002F2000WR900325",[1983,1994,2005],{"id":1984,"sortIndex":32,"researcher":28,"roles":1985,"affiliations":1986,"properties":1987},"0a4398d1-93eb-46fe-816b-7cd96d37dd90",[],[],{"orcid":1988,"title":1990,"openalex":1992},{"VOID":1989},"https:\u002F\u002Forcid.org\u002F0000-0002-0442-5730",{"EN":1991},"Lu Zhang",{"VOID":1993},"A5100388599",{"id":1995,"sortIndex":40,"researcher":28,"roles":1996,"affiliations":1997,"properties":1998},"3ca2910b-90ce-4cb3-aed4-0c2d582e0f22",[],[],{"orcid":1999,"title":2001,"openalex":2003},{"VOID":2000},"https:\u002F\u002Forcid.org\u002F0000-0002-2356-5907",{"EN":2002},"Warrick Dawes",{"VOID":2004},"A5060264984",{"id":2006,"sortIndex":123,"researcher":28,"roles":2007,"affiliations":2008,"properties":2009},"27addb11-bcd3-4c83-9b45-6b12c6b797df",[],[],{"title":2010,"openalex":2012},{"EN":2011},"Glen Walker",{"VOID":2013},"A5068918640",{"url":28,"publisher":2015,"properties":2053},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":2016,"slug":872,"properties":2017,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":2022,"manageAffiliations":2027,"indexDatabases":2038,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":2018,"eissn":2019,"issn":2020,"title":2021},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[2023],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":2024,"label":2025,"description":2026,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[2028,2033],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":2029,"slug":28,"properties":2030,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2032,"statistic":28},[],{"title":2031},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":2034,"slug":28,"properties":2035,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2037,"statistic":28},[],{"title":2036},{"EN":905},[],[2039,2046],{"id":909,"indexDatabase":2040,"url":921,"indexYears":28,"academicFieldIds":2045,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":2041,"label":2042,"description":2043,"key":918,"publicationTags":2044,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":2047,"url":933,"indexYears":934,"academicFieldIds":2052,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":2048,"label":2049,"description":2050,"key":781,"publicationTags":2051,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":2054,"pages":2055,"volume":2057},{"VOID":1100},{"VOID":2056},"701-708",{"VOID":2058},"37",2284,{"total":2059,"publishYear":2061,"statisticByYear":2062},2001,{"2012":2063,"2013":2064,"2014":2065,"2015":2066,"2016":331,"2017":529,"2018":1544,"2019":2067,"2020":2068,"2021":215,"2022":452,"2023":1542,"2024":329},126,116,121,139,145,166,"2001-03-01",[920,937],[2072,2075,2078,2081,2084,2087,2090,2093,2096,2099,2102,2105,2108,2111,2114,2117,2120,2123,2126,2129,2132,2135,2138,2141,2144,2147,2150,2153,2156,2159,2162,2165,2168],{"id":28,"text":2073,"url":28,"identifiers":2074},"10.1016\u002F0022-1694(82)90117-2",{"doi":2073},{"id":28,"text":2076,"url":28,"identifiers":2077},"10.1007\u002F978-94-017-1497-6",{"doi":2076},{"id":28,"text":2079,"url":28,"identifiers":2080},"Budyko M. I., 1958, The Heat Balance of the Earth's Surface",{},{"id":28,"text":2082,"url":28,"identifiers":2083},"Budyko M. I., 1974, Climate and Life",{},{"id":28,"text":2085,"url":28,"identifiers":2086},"Calder I. R. Water‐resource and land‐use issues SWIM Pap. 3 Int. Water Manage. Inst. Colombo Sri Lanka 1998.",{},{"id":28,"text":2088,"url":28,"identifiers":2089},"10.1890\u002F0012-9658(2003)084[1115:PPAIAP]2.0.CO;2",{"doi":2088},{"id":28,"text":2091,"url":28,"identifiers":2092},"Department of Primary Industries and Energy The 2020 Vision Statement report Canberra ACT 1997.",{},{"id":28,"text":2094,"url":28,"identifiers":2095},"10.1175\u002F1520-0477(1992)073\u003C2013:SORTCC>2.0.CO;2",{"doi":2094},{"id":28,"text":2097,"url":28,"identifiers":2098},"10.1029\u002FWR018i002p00325",{"doi":2097},{"id":28,"text":2100,"url":28,"identifiers":2101},"Gash J. H. C., 1994, Amazonian Rainforest and Climate",{},{"id":28,"text":2103,"url":28,"identifiers":2104},"Greacen E. L., 1983, Soil—An Australian Viewpoint, 499",{},{"id":28,"text":2106,"url":28,"identifiers":2107},"Hibbert A. R., 1967, Forest Hydrology",{},{"id":28,"text":2109,"url":28,"identifiers":2110},"10.1016\u002F0022-1694(94)02672-X",{"doi":2109},{"id":28,"text":2112,"url":28,"identifiers":2113},"Holmes J. W. J. A.Sinclair Water yield from some afforested catchments in VictoriaPaper presented at Hydrology and Water Resources SymposiumInst. of Eng.Brisbane Queensland AustraliaNov. 25–27 1986.",{},{"id":28,"text":2115,"url":28,"identifiers":2116},"10.1175\u002F1520-0493(1919)47\u003C603:RI>2.0.CO;2",{"doi":2115},{"id":28,"text":2118,"url":28,"identifiers":2119},"Liu C. M., 1978, The effect of forest on stream flow in the Loess Plateau, Acta Geogr. Sinica, 33, 112",{},{"id":28,"text":2121,"url":28,"identifiers":2122},"10.1016\u002FB978-0-12-424157-2.50007-0",{"doi":2121},{"id":28,"text":2124,"url":28,"identifiers":2125},"10.1029\u002F94WR00586",{"doi":2124},{"id":28,"text":2127,"url":28,"identifiers":2128},"10.1038\u002F372666a0",{"doi":2127},{"id":28,"text":2130,"url":28,"identifiers":2131},"Penman H. L. Vegetation and hydrology Tech. Commun. 53 124 Commonw. Bur. of Soils Harpenden England U. K. 1963.",{},{"id":28,"text":2133,"url":28,"identifiers":2134},"10.1016\u002F0022-1694(64)90022-8",{"doi":2133},{"id":28,"text":2136,"url":28,"identifiers":2137},"10.1175\u002F1520-0493(1972)100\u003C0081:OTAOSH>2.3.CO;2",{"doi":2136},{"id":28,"text":2139,"url":28,"identifiers":2140},"Rowntree P. R., 1988, Forests, Climate and Hydrology: Regional Impacts, 162",{},{"id":28,"text":2142,"url":28,"identifiers":2143},"10.1016\u002F0022-1694(95)02825-0",{"doi":2142},{"id":28,"text":2145,"url":28,"identifiers":2146},"Schreiber P., 1904, Über die Beziehungen zwischen dem Niederschlag und der Wasserfuhrung der Flü7beta;e in Mitteleuropa, Z. Meteorol., 21, 441",{},{"id":28,"text":2148,"url":28,"identifiers":2149},"10.1071\u002FEA9760570",{"doi":2148},{"id":28,"text":2151,"url":28,"identifiers":2152},"10.1111\u002Fj.1752-1688.1991.tb03107.x",{"doi":2151},{"id":28,"text":2154,"url":28,"identifiers":2155},"Vertessy R. A. Y.Bessard Anticipating the negative hydrologic effects of plantation expansion: Results from a GIS‐based analysis on the Murrumbidgee BasinRep. 99\u002F6Coop. Res. Cent. for Catch. Hydrol. Canberra ACT 1999.",{},{"id":28,"text":2157,"url":28,"identifiers":2158},"Wicht C. L., 1941, Diurnal fluctuation in Jonkershoek streams due to evaporation and transpiration, J. S. Afr. For. Assoc., 7, 34",{},{"id":28,"text":2160,"url":28,"identifiers":2161},"10.1002\u002Fqj.49712354203",{"doi":2160},{"id":28,"text":2163,"url":28,"identifiers":2164},"Zhang L. W. R.Dawes WAVES—An integrated energy and water balance modelTech. Rep. 31\u002F98CSIRO Land and Water Canberra ACT 1998.",{},{"id":28,"text":2166,"url":28,"identifiers":2167},"Zhang L. M.Stauffacher G. R.Walker P. A.Dyce Recharge estimation in the Liverpool Plains (NSW) for input to groundwater modelsTech. Rep. 10\u002F97CSIRO Land and Water Canberra ACT 1997.",{},{"id":28,"text":2169,"url":28,"identifiers":2170},"Zhang L. W. R.Dawes G. R.Walker Predicting the effect of vegetation changes on catchment average water balanceTech. Rep. 99\u002F12Coop. Res. Cent. for Catch. Hydrol. Canberra ACT 1999.",{},{"id":2172,"createTime":2173,"updateTime":2174,"relativeEntities":2175,"slug":2176,"properties":2177,"entityType":953,"verifyStatus":26,"verifyTime":2191,"verifyNote":2192,"languages":2193,"translateLanguages":2194,"viewCount":32,"primaryUrl":2195,"fullTextUrl":28,"authors":2196,"publicationType":973,"publisherRelationship":2337,"citationCount":2383,"citationInfo":2384,"publishDate":2393,"publishYear":2385,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":2394,"openAccess":28,"references":2395,"isForceReanalyzing":1024},"f7141596-0775-4a35-bd5a-06797e3c854f","2025-01-05T02:48:06.528+00:00","2025-01-22T03:29:50.555+00:00",[],"Validity-of-Cubic-Law-for-fluid-flow-in-a-deformable-rock-fracture",{"openalex":2178,"mag":2180,"abstract":2182,"title":2185,"keywords":2188,"doi":2189},{"VOID":2179},"W2091991433",{"VOID":2181},"2091991433",{"EN":2183,"VI":2184},"\u003Cjats:p>The validity of the cubic law for laminar flow of fluids through open fractures consisting of parallel planar plates has been established by others over a wide range of conditions with apertures ranging down to a minimum of 0.2 µm. The law may be given in simplified form by \u003Cjats:italic>Q\u003C\u002Fjats:italic>\u002FΔ\u003Cjats:italic>h\u003C\u002Fjats:italic> = \u003Cjats:italic>C\u003C\u002Fjats:italic>(2\u003Cjats:italic>b\u003C\u002Fjats:italic>)\u003Cjats:sup>3\u003C\u002Fjats:sup>, where \u003Cjats:italic>Q\u003C\u002Fjats:italic> is the flow rate, Δ\u003Cjats:italic>h\u003C\u002Fjats:italic> is the difference in hydraulic head, \u003Cjats:italic>C\u003C\u002Fjats:italic> is a constant that depends on the flow geometry and fluid properties, and 2\u003Cjats:italic>b\u003C\u002Fjats:italic> is the fracture aperture. The validity of this law for flow in a closed fracture where the surfaces are in contact and the aperture is being decreased under stress has been investigated at room temperature by using homogeneous samples of granite, basalt, and marble. Tension fractures were artificially induced, and the laboratory setup used radial as well as straight flow geometries. Apertures ranged from 250 down to 4µm, which was the minimum size that could be attained under a normal stress of 20 MPa. The cubic law was found to be valid whether the fracture surfaces were held open or were being closed under stress, and the results are not dependent on rock type. Permeability was uniquely defined by fracture aperture and was independent of the stress history used in these investigations. The effects of deviations from the ideal parallel plate concept only cause an apparent reduction in flow and may be incorporated into the cubic law by replacing \u003Cjats:italic>C\u003C\u002Fjats:italic> by \u003Cjats:italic>C\u003C\u002Fjats:italic>\u002Fƒ. The factor ƒ varied from 1.04 to 1.65 in these investigations. The model of a fracture that is being closed under normal stress is visualized as being controlled by the strength of the asperities that are in contact. These contact areas are able to withstand significant stresses while maintaining space for fluids to continue to flow as the fracture aperture decreases. The controlling factor is the magnitude of the aperture, and since flow depends on (2\u003Cjats:italic>b\u003C\u002Fjats:italic>)\u003Cjats:sup>3\u003C\u002Fjats:sup>, a slight change in aperture evidently can easily dominate any other change in the geometry of the flow field. Thus one does not see any noticeable shift in the correlations of our experimental results in passing from a condition where the fracture surfaces were held open to one where the surfaces were being closed under stress.\u003C\u002Fjats:p>","\u003Cjats:p>Tính hợp lệ của định luật lập phương đối với dòng chảy laminar của chất lỏng qua các vết nứt mở cấu thành từ các tấm phẳng song song đã được xác nhận bởi các nghiên cứu trước đây trong một loạt điều kiện với các khe hở giảm xuống còn tối thiểu 0.2 µm. Định luật này có thể được viết dưới dạng đơn giản là \u003Cjats:italic>Q\u003C\u002Fjats:italic>\u002FΔ\u003Cjats:italic>h\u003C\u002Fjats:italic> = \u003Cjats:italic>C\u003C\u002Fjats:italic>(2\u003Cjats:italic>b\u003C\u002Fjats:italic>)\u003Cjats:sup>3\u003C\u002Fjats:sup>, trong đó \u003Cjats:italic>Q\u003C\u002Fjats:italic> là lưu lượng, Δ\u003Cjats:italic>h\u003C\u002Fjats:italic> là chênh lệch đầu nước, \u003Cjats:italic>C\u003C\u002Fjats:italic> là hằng số phụ thuộc vào hình học dòng chảy và các thuộc tính của chất lỏng, và 2\u003Cjats:italic>b\u003C\u002Fjats:italic> là khe hở của vết nứt. Tính hợp lệ của định luật này đối với dòng chảy trong một vết nứt kín, khi các bề mặt tiếp xúc và khe hở đang bị giảm dưới áp lực, đã được khảo sát ở nhiệt độ phòng bằng cách sử dụng các mẫu đồng nhất của granite, basalt, và marble. Vết nứt kéo đã được tạo ra một cách nhân tạo, và thiết lập phòng thí nghiệm đã sử dụng cả hình học dòng chảy hình tròn và thẳng. Các khe hở dao động từ 250 đến 4µm, đây là kích thước tối thiểu có thể đạt được dưới áp suất bình thường 20 MPa. Định luật lập phương được xác nhận là hợp lệ bất kể bề mặt nứt có giữ mở hay đang bị đóng lại dưới áp lực, và kết quả không phụ thuộc vào loại đá. Độ thấm được xác định duy nhất bởi khe hở của vết nứt và không phụ thuộc vào lịch sử ứng suất được sử dụng trong các nghiên cứu này. Các tác động của sự sai lệch so với khái niệm tấm phẳng song song lý tưởng chỉ dẫn đến sự giảm dòng chảy rõ ràng và có thể được đưa vào định luật lập phương bằng cách thay thế \u003Cjats:italic>C\u003C\u002Fjats:italic> bằng \u003Cjats:italic>C\u003C\u002Fjats:italic>\u002Fƒ. Hệ số ƒ thay đổi từ 1.04 đến 1.65 trong các nghiên cứu này. Mô hình một vết nứt đang được đóng lại dưới áp suất bình thường được hình dung là bị kiểm soát bởi độ bền của các nhô lên tiếp xúc. Những vùng tiếp xúc này có khả năng chịu đựng được ứng suất đáng kể trong khi duy trì khoảng trống cho chất lỏng tiếp tục chảy khi khe hở của vết nứt giảm. Yếu tố kiểm soát chính là độ lớn của khe hở, và do lưu lượng phụ thuộc vào (2\u003Cjats:italic>b\u003C\u002Fjats:italic>)\u003Cjats:sup>3\u003C\u002Fjats:sup>, sự thay đổi nhỏ trong khe hở hiển nhiên có thể dễ dàng chiếm ưu thế so với bất kỳ thay đổi nào khác trong hình học của trường dòng chảy. Do đó, ta không thấy sự dịch chuyển đáng chú ý trong các tương quan của kết quả thí nghiệm khi chuyển từ điều kiện mà ở đó bề mặt nứt được giữ mở sang một điều kiện mà bề mặt nứt đang bị đóng lại dưới áp lực.\u003C\u002Fjats:p>",{"EN":2186,"VI":2187},"Validity of Cubic Law for fluid flow in a deformable rock fracture","Tính hợp lệ của định luật lập phương đối với dòng chảy chất lỏng trong một vết nứt đá biến dạng",{"VI":1043},{"VOID":2190},"10.1029\u002Fwr016i006p01016","2025-01-05T02:48:06.527+00:00","Auto Verify",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002FWR016i006p01016",[2197,2238,2271,2304],{"id":2198,"sortIndex":32,"researcher":28,"roles":2199,"affiliations":2200,"properties":2233},"2a5a8134-aacc-4d86-86f4-7764bfa1219b",[],[2201,2209,2217,2225],{"id":2202,"sortIndex":32,"affiliation":2203,"properties":28},"defe5069-e62a-4ad8-a30f-68a0d801d868",{"id":2202,"createTime":28,"updateTime":28,"relativeEntities":2204,"slug":28,"properties":2205,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2208,"statistic":28},[],{"title":2206},{"EN":2207}," Now at the Department of Earth Sciences, University of Waterloo, Waterloo, Ontario, Canada.",[],{"id":2210,"sortIndex":40,"affiliation":2211,"properties":28},"8f80143e-2242-42d6-bef1-5b25f0d00d04",{"id":2210,"createTime":28,"updateTime":28,"relativeEntities":2212,"slug":28,"properties":2213,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2216,"statistic":28},[],{"title":2214},{"EN":2215}," Now with Nakano Corporation, Niigatashi, Japan.",[],{"id":2218,"sortIndex":123,"affiliation":2219,"properties":28},"d38d2adb-9426-45ad-8921-e1f6cea641b7",{"id":2218,"createTime":28,"updateTime":28,"relativeEntities":2220,"slug":28,"properties":2221,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2224,"statistic":28},[],{"title":2222},{"EN":2223},"Department of Materials Science and Mineral Engineering University of California, Berkeley and",[],{"id":2226,"sortIndex":42,"affiliation":2227,"properties":28},"cf3c4bc0-9d22-4d80-a253-ddec3b3ac00f",{"id":2226,"createTime":28,"updateTime":28,"relativeEntities":2228,"slug":28,"properties":2229,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2232,"statistic":28},[],{"title":2230},{"VI":2231},"Lawrence Berkeley Laboratory, University of California, Berkeley, California",[],{"title":2234,"openalex":2236},{"EN":2235},"P.A. 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J., 1955, Proceedings Fourth Petroleum Congress, Rome, II, 379",{},{"id":28,"text":2400,"url":28,"identifiers":2401},"Bear J., 1972, Dynamics of Fluids in Porous Media",{},{"id":28,"text":2403,"url":28,"identifiers":2404},"Boussinesq J., 1868, Mémoire sur l'influence des frottements dans les movements réguliers des fluides, J. Math. Pure Appl., Ser. 2, 13, 377",{},{"id":28,"text":2406,"url":28,"identifiers":2407},"Gale J. E. A numerical field and laboratory study of flow in rocks with deformable fractures Ph.D. thesis 255 pp. Univ. of Calif. Berkeley 1975.",{},{"id":28,"text":2409,"url":28,"identifiers":2410},"10.1002\u002Faic.690020224",{"doi":2409},{"id":28,"text":2412,"url":28,"identifiers":2413},"Iwai K. Fundamental studies of fluid flow through a single fracture Ph.D. thesis 208 pp. Univ. of Calif. Berkeley 1976.",{},{"id":28,"text":2415,"url":28,"identifiers":2416},"Lomize G. M., 1951, Flow in Fractured Rocks",{},{"id":28,"text":2418,"url":28,"identifiers":2419},"Louis C. A study of groundwater flow in jointed rock and its influence on the stability of rock massesRock Mech. Res. Rep. 10 90 Imp. Coll. London 1969.",{},{"id":28,"text":2421,"url":28,"identifiers":2422},"Maini Y. N. T. ln‐situ hydraulic parameters in jointed rock—Their measurement and interpretation Ph.D. thesis Univ. of London Imp. Coil. of Sci. and Technol. London 1971.",{},{"id":28,"text":2424,"url":28,"identifiers":2425},"Parrish D. R. Fluid flow in rough fracturesjoint SPE‐AIME University of Oklahoma Production Research SymposiumNorman Okla. 1963.",{"doi":2426},"10.2118\u002F563-MS",{"id":28,"text":2428,"url":28,"identifiers":2429},"Polubarinova‐Kochina P. Ya., 1962, Theory of Groundwater Movement",{},{"id":28,"text":2431,"url":28,"identifiers":2432},"Rayneau C., 1972, Contribution a l'etude des ecoulements autour d'un forage en milieu fissure, these",{},{"id":28,"text":2434,"url":28,"identifiers":2435},"Rissler P. Determination of the water permeability of jointed rock Publ. 5 7–150 Inst. for Found. Eng. Soil Mech. and Water Ways Constr. Aachen Univ. Aachen Federal Republic of Germany 1978.",{},{"id":28,"text":2437,"url":28,"identifiers":2438},"Romm E. S., 1966, Flow Characteristics of Fractured Rocks",{},{"id":28,"text":2440,"url":28,"identifiers":2441},"Sharp J. C. Fluid flow through fissured media Ph.D. thesis 181 pp. Univ. of London Imp. Coil. of Sci. and Technol. London 1970.",{},{"id":28,"text":2443,"url":28,"identifiers":2444},"Sharp J. C., 1972, Proceedings Symposium on Percolation Through Fissured Rock",{},{"id":28,"text":2446,"url":28,"identifiers":2447},"Snow D. T. A parallel plate model of fractured permeable media Ph.D. thesis 331 pp. Univ. of Calif. Berkeley 1965.",{},{"id":28,"text":2449,"url":28,"identifiers":2450},"10.1029\u002FWR015i005p01142",{"doi":2449},{"id":2452,"createTime":2453,"updateTime":2454,"relativeEntities":2455,"slug":2456,"properties":2457,"entityType":953,"verifyStatus":884,"verifyTime":2453,"verifyNote":954,"languages":2471,"translateLanguages":2472,"viewCount":32,"primaryUrl":2473,"fullTextUrl":28,"authors":2474,"publicationType":973,"publisherRelationship":2486,"citationCount":597,"citationInfo":2532,"publishDate":2535,"publishYear":2533,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":2536,"openAccess":28,"references":2537,"isForceReanalyzing":1024},"c3a8cbf7-a0df-47f1-be6b-7b8677701134","2024-09-03T19:53:53.574+00:00","2025-01-04T07:24:01.837+00:00",[],"Model-for-predicting-evaporation-from-a-row-crop-with-incomplete-cover",{"openalex":2458,"mag":2460,"abstract":2462,"title":2465,"keywords":2468,"doi":2469},{"VOID":2459},"W1994668402",{"VOID":2461},"1994668402",{"VI":2463,"EN":2464},"\u003Cjats:p> Một mô hình được trình bày để tính toán tỷ lệ bay hơi hàng ngày từ bề mặt cây trồng. Mô hình này áp dụng cho tình trạng tán cây của cây hàng trong đó nguồn cung nước từ đất cho rễ cây không bị hạn chế và cây trồng chưa ở giai đoạn trưởng thành hoặc thoái hóa cao. Tỷ lệ bay hơi từ cây trồng được tính bằng cách cộng tổng các thành phần từ bề mặt đất và bề mặt cây (mỗi thành phần trong số này yêu cầu dữ liệu hàng ngày cho chỉ số diện tích lá), bay hơi tiềm năng, lượng mưa và bức xạ ròng trên tán cây. Quá trình bay hơi từ bề mặt đất \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> được tính theo hai giai đoạn: (1) giai đoạn với tỷ lệ không đổi trong đó \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> chỉ bị giới hạn bởi nguồn cung năng lượng đến bề mặt và (2) giai đoạn tỷ lệ giảm trong đó sự di chuyển nước đến các vị trí bay hơi gần bề mặt được kiểm soát bởi các thuộc tính thủy động lực của đất. Quá trình bay hơi từ bề mặt cây \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> được dự đoán bằng cách sử dụng một mối quan hệ thực nghiệm dựa trên dữ liệu địa phương, cho thấy cách mà \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> liên quan đến \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>o\u003C\u002Fjats:sub> thông qua chỉ số diện tích lá. Mô hình đã được sử dụng để thu được tỷ lệ bay hơi tổng \u003Cjats:italic>E\u003C\u002Fjats:italic> = \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> + \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> của một tán cây lúa miến đang phát triển (\u003Cjats:italic>Sorghum bicolor\u003C\u002Fjats:italic> L.) ở trung tâm Texas. Kết quả phù hợp tốt với các giá trị của \u003Cjats:italic>E\u003C\u002Fjats:italic> được đo trực tiếp bằng lysimeter cân. \u003C\u002Fjats:p>","\u003Cjats:p>A model is presented for calculating the daily evaporation rate from a crop surface. It applies to a row crop canopy situation in which the soil water supply to the plant roots is not limited and the crop has not come into an advanced stage of maturation or senescence. The crop evaporation rate is calculated by adding the soil surface and plant surface components (each of these requiring daily numbers for the leaf area index), the potential evaporation, the rainfall, and the net radiation above the canopy. The evaporation from the soil surface \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> is calculated in two stages: (1) the constant rate stage in which \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> is limited only by the supply of energy to the surface and (2) the falling rate stage in which water movement to the evaporating sites near the surface is controlled by the hydraulic properties of the soil. The evaporation from the plant surfaces \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> is predicted by using an empirical relation based on local data, which shows how \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> is related to \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>o\u003C\u002Fjats:sub> through the leaf area index. The model was used to obtain the total evaporation rate \u003Cjats:italic>E\u003C\u002Fjats:italic> = \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>s\u003C\u002Fjats:sub> + \u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>p\u003C\u002Fjats:sub> of a developing grain sorghum (\u003Cjats:italic>Sorghum bicolor\u003C\u002Fjats:italic> L.) canopy in central Texas. The results agreed well with values for \u003Cjats:italic>E\u003C\u002Fjats:italic> measured directly with a weighing lysimeter.\u003C\u002Fjats:p>",{"EN":2466,"VI":2467},"Model for predicting evaporation from a row crop with incomplete cover","Mô hình dự đoán quá trình bay hơi từ cây trồng hàng với sự che phủ không đầy đủ",{"VI":1043},{"VOID":2470},"10.1029\u002Fwr008i005p01204",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002FWR008i005p01204",[2475],{"id":2476,"sortIndex":32,"researcher":28,"roles":2477,"affiliations":2478,"properties":2479},"e774496e-3d08-43f4-9c16-7ea0e0f0f386",[],[],{"orcid":2480,"title":2482,"openalex":2484},{"VOID":2481},"https:\u002F\u002Forcid.org\u002F0000-0003-0457-3423",{"EN":2483},"J. T. Ritchie",{"VOID":2485},"A5000153092",{"url":28,"publisher":2487,"properties":2525},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":2488,"slug":872,"properties":2489,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":2494,"manageAffiliations":2499,"indexDatabases":2510,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":2490,"eissn":2491,"issn":2492,"title":2493},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[2495],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":2496,"label":2497,"description":2498,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[2500,2505],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":2501,"slug":28,"properties":2502,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2504,"statistic":28},[],{"title":2503},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":2506,"slug":28,"properties":2507,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2509,"statistic":28},[],{"title":2508},{"EN":905},[],[2511,2518],{"id":909,"indexDatabase":2512,"url":921,"indexYears":28,"academicFieldIds":2517,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":2513,"label":2514,"description":2515,"key":918,"publicationTags":2516,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":2519,"url":933,"indexYears":934,"academicFieldIds":2524,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":2520,"label":2521,"description":2522,"key":781,"publicationTags":2523,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":2526,"pages":2528,"volume":2530},{"VOID":2527},"5",{"VOID":2529},"1204-1213",{"VOID":2531},"8",{"total":597,"publishYear":2533,"statisticByYear":2534},1972,{"2012":564,"2013":566,"2014":428,"2015":2064,"2016":566,"2017":829,"2018":690,"2019":354,"2020":826,"2021":530,"2022":158,"2023":157,"2024":142},"1972-10-01",[920,937],[2538,2541,2543,2546,2550,2553,2556,2559,2562,2565,2569,2572,2575,2578,2581,2584,2587,2590,2593,2596,2599,2602,2605],{"id":28,"text":2539,"url":28,"identifiers":2540},"10.2134\u002Fagronj1964.00021962005600030002x",{"doi":2539},{"id":28,"text":1128,"url":28,"identifiers":2542},{"doi":1128},{"id":28,"text":2544,"url":28,"identifiers":2545},"10.2134\u002Fagronj1970.00021962006200010022x",{"doi":2544},{"id":28,"text":2547,"url":28,"identifiers":2548},"Blaney H. F., 1959, Monthly consumptive use requirements for irrigated crops, J. Irrig. Drain. Div. Amer. Soc. Civil Eng., 85, 1, 10.1061\u002FJRCEA4.0000084",{"doi":2549},"10.1061\u002FJRCEA4.0000084",{"id":28,"text":2551,"url":28,"identifiers":2552},"10.2134\u002Fagronj1972.00021962006400020005x",{"doi":2551},{"id":28,"text":2554,"url":28,"identifiers":2555},"Criddle W. D., 1958, Methods of computing consumptive use of water, J. Irrig. Drain. Div. Amer. Soc. Civil Eng., 84, 1",{},{"id":28,"text":2557,"url":28,"identifiers":2558},"10.2134\u002Fagronj1962.00021962005400060012x",{"doi":2557},{"id":28,"text":2560,"url":28,"identifiers":2561},"10.1029\u002FJZ067i011p04319",{"doi":2560},{"id":28,"text":2563,"url":28,"identifiers":2564},"Jensen M. E., 1963, Estimating evapotranspiration from solar radiation, J. Irrig. Drain. Div. Amer. Soc. Civil Eng., 89, 15, 10.1061\u002FJRCEA4.0000287",{"doi":1366},{"id":28,"text":2566,"url":28,"identifiers":2567},"Jensen M. E., 1969, Scheduling irrigations using climate‐crop‐soil data, J. Irrig. Drain. Div. Amer. Soc. Civil Eng., 96, 25, 10.1061\u002FJRCEA4.0000699",{"doi":2568},"10.1061\u002FJRCEA4.0000699",{"id":28,"text":2570,"url":28,"identifiers":2571},"LaRue M. E., 1968, Soil water flux below a ryegrass root zone, Argon. J., 60, 625",{},{"id":28,"text":2573,"url":28,"identifiers":2574},"10.2307\u002F2401484",{"doi":2573},{"id":28,"text":2576,"url":28,"identifiers":2577},"Penman H. L., 1956, Evaporation: An introductory survey, Neth. J. Agr. Sci., 4, 9",{},{"id":28,"text":2579,"url":28,"identifiers":2580},"Penman H. L. Vegetation and hydrology Tech. Comm. 53 124 Commonwealth Bur. of Soils Harpenden Herts. England 1963.",{},{"id":28,"text":2582,"url":28,"identifiers":2583},"Penman H. L., 1967, Irrigation of Agricultural Lands, Amer. Soc. Agron. Monogr., 483",{},{"id":28,"text":2585,"url":28,"identifiers":2586},"10.1175\u002F1520-0469(1957)014\u003C0354:EAMAHF>2.0.CO;2",{"doi":2585},{"id":28,"text":2588,"url":28,"identifiers":2589},"10.2134\u002Fagronj1971.00021962006300010018x",{"doi":2588},{"id":28,"text":2591,"url":28,"identifiers":2592},"10.2134\u002Fagronj1968.00021962006000050030x",{"doi":2591},{"id":28,"text":2594,"url":28,"identifiers":2595},"10.2134\u002Fagronj1971.00021962006300010019x",{"doi":2594},{"id":28,"text":2597,"url":28,"identifiers":2598},"10.2134\u002Fagronj1972.00021962006400020013x",{"doi":2597},{"id":28,"text":2600,"url":28,"identifiers":2601},"10.2134\u002Fagronj1968.00021962006000050029x",{"doi":2600},{"id":28,"text":2603,"url":28,"identifiers":2604},"vanBavel C. H. M. R. J.Reginato Precision lysimetry for direct measurement of evaporative flux Methodology of Plant Eco‐physiology: Proceedings of Montpellier Symposium 129–135Unesco New York 1965.",{},{"id":28,"text":2606,"url":28,"identifiers":2607},"10.2136\u002Fsssaj1968.03615995003200030018x",{"doi":2606},{"id":2609,"createTime":2610,"updateTime":2611,"relativeEntities":2612,"slug":2613,"properties":2614,"entityType":953,"verifyStatus":884,"verifyTime":2610,"verifyNote":954,"languages":2629,"translateLanguages":2630,"viewCount":32,"primaryUrl":2631,"fullTextUrl":28,"authors":2632,"publicationType":973,"publisherRelationship":2671,"citationCount":2716,"citationInfo":2717,"publishDate":2721,"publishYear":2718,"citationAnalyzeStatus":884,"lastCitationAnalyze":28,"indexDatabases":2722,"openAccess":28,"references":2723,"isForceReanalyzing":1024},"27b791ac-29d8-45b0-b8b2-f551bcb74671","2024-10-04T20:23:40.998+00:00","2025-01-04T07:24:57.881+00:00",[],"Canopy-temperature-as-a-crop-water-stress-indicator",{"openalex":2615,"mag":2617,"abstract":2619,"title":2622,"keywords":2625,"doi":2627},{"VOID":2616},"W2154083639",{"VOID":2618},"2154083639",{"VI":2620,"EN":2621},"\u003Cjats:p>Nhiệt độ tán lá, được đo bằng nhiệt ẩm hồng ngoại, cùng với nhiệt độ không khí bóng ướt và khô và một ước lượng về bức xạ ròng đã được sử dụng trong các phương trình được phát triển từ các cân bằng năng lượng để tính toán chỉ số căng thẳng nước cây trồng (CWSI). Các giới hạn lý thuyết đã được thiết lập cho sự chênh lệch nhiệt độ không khí trong tán lá liên quan đến độ thiếu hụt áp suất hơi nước của không khí. CWSI được chứng minh là bằng 1 - \u003Cjats:italic>E\u003C\u002Fjats:italic>\u002F\u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>\u003Cjats:italic>p\u003C\u002Fjats:italic>\u003C\u002Fjats:sub>, tỉ lệ giữa bốc hơi thực tế và bốc hơi tiềm năng được thu được từ phương trình Penman‐Monteith. Bốn thửa ruộng thí nghiệm, được trồng lúa mì, đã nhận được nước tưới sau khi mọc vào các thời điểm khác nhau để tạo ra các mức độ căng thẳng nước khác nhau. Các biến số liên quan đã được đo vào khoảng thời gian từ 1340 đến 1400 mỗi ngày (trừ một số cuối tuần). CWSI, được vẽ như một hàm của thời gian, có mối tương quan chặt chẽ với đồ thị nước trong đất có thể khai thác trong vùng từ 0 đến 1,1 mét. Tính hữu ích và những hạn chế của chỉ số này được thảo luận.\u003C\u002Fjats:p>","\u003Cjats:p>Canopy temperatures, obtained by infrared thermometry, along with wet‐ and dry‐bulb air temperatures and an estimate of net radiation were used in equations derived from energy balance considerations to calculate a crop water stress index (CWSI). Theoretical limits were developed for the canopy air temperature difference as related to the air vapor pressure deficit. The CWSI was shown to be equal to 1 ‐ \u003Cjats:italic>E\u003C\u002Fjats:italic>\u002F\u003Cjats:italic>E\u003C\u002Fjats:italic>\u003Cjats:sub>\u003Cjats:italic>p\u003C\u002Fjats:italic>\u003C\u002Fjats:sub>, the ratio of actual to potential evapotranspiration obtained from the Penman‐Monteith equation. Four experimental plots, planted to wheat, received postemergence irrigations at different times to create different degrees of water stress. Pertinent variables were measured between 1340 and 1400 each day (except some weekends). The CWSI, plotted as a function of time, closely paralleled a plot of the extractable soil water in the 0‐ to 1.1‐m zone. The usefulness and limitations of the index are discussed.\u003C\u002Fjats:p>",{"EN":2623,"VI":2624},"Canopy temperature as a crop water stress indicator","Nhiệt độ tán lá như một chỉ báo căng thẳng nước cây trồng",{"VI":2626},"Nhiệt độ tán lá, chỉ số căng thẳng nước cây trồng, bức xạ ròng, bốc hơi tiềm năng, phương trình Penman‐Monteith",{"VOID":2628},"10.1029\u002Fwr017i004p01133",[31],[30],"https:\u002F\u002Fagupubs.onlinelibrary.wiley.com\u002Fdoi\u002F10.1029\u002FWR017i004p01133",[2633,2642,2651,2660],{"id":2634,"sortIndex":32,"researcher":28,"roles":2635,"affiliations":2636,"properties":2637},"eb2799a3-d62d-4f2a-a434-9f7129be9a0d",[],[],{"title":2638,"openalex":2640},{"EN":2639},"Ray D. Jackson",{"VOID":2641},"A5048977824",{"id":2643,"sortIndex":40,"researcher":28,"roles":2644,"affiliations":2645,"properties":2646},"6b99baad-9456-471a-9816-d70f2326170b",[],[],{"title":2647,"openalex":2649},{"EN":2648},"Sherwood B. Idso",{"VOID":2650},"A5076711230",{"id":2652,"sortIndex":123,"researcher":28,"roles":2653,"affiliations":2654,"properties":2655},"a643ac0e-7a4a-48f5-a339-d412bc1919eb",[],[],{"title":2656,"openalex":2658},{"EN":2657},"R. J. Reginato",{"VOID":2659},"A5054779223",{"id":2661,"sortIndex":42,"researcher":28,"roles":2662,"affiliations":2663,"properties":2664},"3c48009f-db51-4003-9d67-a79b578d2262",[],[],{"orcid":2665,"title":2667,"openalex":2669},{"VOID":2666},"https:\u002F\u002Forcid.org\u002F0000-0003-3417-938X",{"EN":2668},"P. J. Pinter",{"VOID":2670},"A5074382306",{"url":28,"publisher":2672,"properties":2710},{"id":868,"createTime":869,"updateTime":870,"relativeEntities":2673,"slug":872,"properties":2674,"entityType":25,"verifyStatus":884,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":32,"subjectFields":2679,"manageAffiliations":2684,"indexDatabases":2695,"url":938,"thumbnailPath":28,"statistic":28,"gsStatistic":28,"type":28,"analyzePriority":28},[],{"country":2675,"eissn":2676,"issn":2677,"title":2678},{"VOID":875},{"VOID":877},{"VOID":879},{"EN":881},[2680],{"id":887,"createTime":28,"updateTime":28,"relativeEntities":2681,"label":2682,"description":2683,"parentId":28,"standard":28,"scholarHubFieldId":28},[],{"EN":890},{},[2685,2690],{"id":894,"createTime":28,"updateTime":28,"relativeEntities":2686,"slug":28,"properties":2687,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2689,"statistic":28},[],{"title":2688},{"EN":898},[],{"id":901,"createTime":28,"updateTime":28,"relativeEntities":2691,"slug":28,"properties":2692,"entityType":28,"verifyStatus":28,"verifyTime":28,"verifyNote":28,"languages":28,"translateLanguages":28,"viewCount":28,"url":28,"parentIds":2694,"statistic":28},[],{"title":2693},{"EN":905},[],[2696,2703],{"id":909,"indexDatabase":2697,"url":921,"indexYears":28,"academicFieldIds":2702,"indexDatabaseRanking":28},{"id":911,"createTime":28,"updateTime":28,"relativeEntities":2698,"label":2699,"description":2700,"key":918,"publicationTags":2701,"standard":28},[],{"EN":914,"VI":914},{"EN":916,"VI":917},[920,813],[923,924,925],{"id":927,"indexDatabase":2704,"url":933,"indexYears":934,"academicFieldIds":2709,"indexDatabaseRanking":937},{"id":775,"createTime":28,"updateTime":28,"relativeEntities":2705,"label":2706,"description":2707,"key":781,"publicationTags":2708,"standard":28},[],{"EN":778,"VI":778},{"EN":778,"VI":780},[783],[936],{"issue":2711,"pages":2712,"volume":2714},{"VOID":1530},{"VOID":2713},"1133-1138",{"VOID":2715},"17",1767,{"total":2716,"publishYear":2718,"statisticByYear":2719},1981,{"2012":436,"2013":151,"2014":829,"2015":600,"2016":158,"2017":159,"2018":687,"2019":574,"2020":153,"2021":153,"2022":2720,"2023":2720,"2024":826},124,"1981-08-01",[920,937],[2724,2727,2730,2733,2736,2739,2742,2745,2748,2751,2754,2757,2760,2763,2766,2769,2772,2775,2778,2781,2784,2787],{"id":28,"text":2725,"url":28,"identifiers":2726},"10.2134\u002Fagronj1972.00021962006400040038x",{"doi":2725},{"id":28,"text":2728,"url":28,"identifiers":2729},"10.2134\u002Fagronj1973.00021962006500030016x",{"doi":2728},{"id":28,"text":2731,"url":28,"identifiers":2732},"10.1016\u002F0002-1571(67)90042-8",{"doi":2731},{"id":28,"text":2734,"url":28,"identifiers":2735},"10.2134\u002Fagronj1964.00021962005600030007x",{"doi":2734},{"id":28,"text":2737,"url":28,"identifiers":2738},"Howell T. A., 1979, Modification of the Aerial Environment of Plants, Monogr, 97",{},{"id":28,"text":2740,"url":28,"identifiers":2741},"10.1029\u002FGL003i001p00023",{"doi":2740},{"id":28,"text":2743,"url":28,"identifiers":2744},"10.2307\u002F1933705",{"doi":2743},{"id":28,"text":2746,"url":28,"identifiers":2747},"10.1126\u002Fscience.196.4285.19",{"doi":2746},{"id":28,"text":2749,"url":28,"identifiers":2750},"10.1016\u002F0002-1571(81)90032-7",{"doi":2749},{"id":28,"text":2752,"url":28,"identifiers":2753},"10.2134\u002Fagronj1981.00021962007300050019x",{"doi":2752},{"id":28,"text":2755,"url":28,"identifiers":2756},"Jackson R. D., 1981, Digest 1981 International Geoscience and Remote Sensing Symposium, Washington, D. C",{},{"id":28,"text":2758,"url":28,"identifiers":2759},"10.1029\u002FWR013i003p00651",{"doi":2758},{"id":28,"text":2761,"url":28,"identifiers":2762},"Jensen M. E., 1974, Consumptive Use of Water and Irrigation Water Requirements",{},{"id":28,"text":2764,"url":28,"identifiers":2765},"Monteith J. L., 1973, Principles of Environmental Physics",{},{"id":28,"text":2767,"url":28,"identifiers":2768},"10.1002\u002Fqj.49708837811",{"doi":2767},{"id":28,"text":2770,"url":28,"identifiers":2771},"10.1016\u002F0002-1571(80)90054-0",{"doi":2770},{"id":28,"text":2773,"url":28,"identifiers":2774},"10.1029\u002FWR005i003p00622",{"doi":2773},{"id":28,"text":2776,"url":28,"identifiers":2777},"10.2134\u002Fagronj1963.00021962005500020043x",{"doi":2776},{"id":28,"text":2779,"url":28,"identifiers":2780},"10.1002\u002Fqj.49710343610",{"doi":2779},{"id":28,"text":2782,"url":28,"identifiers":2783},"10.1016\u002F0002-1571(67)90001-5",{"doi":2782},{"id":28,"text":2785,"url":28,"identifiers":2786},"10.2134\u002Fagronj1968.00021962006000010027x",{"doi":2785},{"id":28,"text":2788,"url":28,"identifiers":2789},"10.2134\u002Fagronj1966.00021962005800060009x",{"doi":2788}]