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In the perchlorate medium, the apparent total adsorbed metal charge was independent of the exchanger composition and equal to 0.97 ± 0.06 mol\u003Cjats:sub>\u003Cjats:italic>c\u003C\u002Fjats:italic>\u003C\u002Fjats:sub> kg\u003Cjats:sup>−1\u003C\u002Fjats:sup> (average for Na‐Ca and Na‐Mg exchanges). In the chloride medium, the apparent total adsorbed metal charge increased with the amount of calcium or magnesium adsorbed, tending to a value near 1.3 mol\u003Cjats:sub>\u003Cjats:italic>c\u003C\u002Fjats:italic>\u003C\u002Fjats:sub> kg\u003Cjats:sup>−1\u003C\u002Fjats:sup> as the clay became saturated with the bivalent metal cation. These results were interpreted as evidence for the adsorption of CaCl\u003Cjats:sup>+\u003C\u002Fjats:sup> or MgCl\u003Cjats:sup>+\u003C\u002Fjats:sup> complexes in the exchange experiments conducted in the chloride medium. A detailed analysis of the exchange data led to the conclusion that a Ca‐montmorillonite or Mg‐montmorillonite suspension in a chloride background consists of quasicrystals with bivalent cations adsorbed on the internal surfaces and monovalent metal‐chloride complexes adsorbed on the external surfaces.\u003C\u002Fjats:p>",{"EN":102},"Sodium‐Calcium and Sodium‐Magnesium Exchange on Wyoming Bentonite in Perchlorate and Chloride Background Ionic Media",{"VOID":104},"[\"819664545911303133\"]",{"VOID":106},"10.2136\u002Fsssaj1983.03615995004700010010x","PUBLICATION","VERIFIED","Auto Verify",[111],"EN","https:\u002F\u002Facsess.onlinelibrary.wiley.com\u002Fdoi\u002F10.2136\u002Fsssaj1983.03615995004700010010x",[114,133,149,171,191],{"id":115,"sortIndex":25,"researcher":24,"roles":116,"affiliations":117,"properties":126,"displayName":130,"givenName":24,"familyName":24},"e7296245-8afd-4511-84e1-05f58a5f2487",[],[118],{"id":119,"sortIndex":25,"affiliation":120,"properties":24},"16a399c8-6ca1-4a76-b348-cf488f694917",{"id":119,"createTime":24,"updateTime":24,"relativeEntities":121,"slug":24,"properties":122,"entityType":24,"verifyStatus":24,"verifyTime":24,"verifyNote":24,"languages":24,"translateLanguages":24,"viewCount":24,"url":24,"parentIds":125,"statistic":24},[],{"title":123},{"VI":124},"University of California, Berkeley",[],{"orcid":127,"title":129,"openalex":131},{"VOID":128},"https:\u002F\u002Forcid.org\u002F0000-0001-5379-0905",{"EN":130},"Garrison Sposito",{"VOID":132},"A5069579589",{"id":134,"sortIndex":135,"researcher":24,"roles":136,"affiliations":137,"properties":144,"displayName":146,"givenName":24,"familyName":24},"c13b91d2-31c2-4505-9771-b242eccb6de0",1,[],[138],{"id":119,"sortIndex":25,"affiliation":139,"properties":24},{"id":119,"createTime":24,"updateTime":24,"relativeEntities":140,"slug":24,"properties":141,"entityType":24,"verifyStatus":24,"verifyTime":24,"verifyNote":24,"languages":24,"translateLanguages":24,"viewCount":24,"url":24,"parentIds":143,"statistic":24},[],{"title":142},{"VI":124},[],{"title":145,"openalex":147},{"EN":146},"Kenneth M. 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This study aimed to apply a new criterion—the mean absolute bias error (MABE)—to identify temporally stable sites for mean SWS evaluation. The performance of MABE was compared with that of the commonly used criterion, the standard deviation of relative difference (SDRD). From October 2004 to October 2008, SWS of four soil layers (0–1.0, 1.0–2.0, 2.0–3.0, and 3.0–4.0 m) was measured, using a neutron probe, at 28 sites on a hillslope of the Loess Plateau, China. A total of 37 SWS data sets taken over time were divided into two subsets, the first consisting of 22 dates collected during the calibration period from October 2004 to September 2006, and the second with 15 dates collected during the validation period from October 2006 to October 2008. The results showed that if a critical value of 5% for MABE was defined, more than half the sites were temporally stable for both periods, and the number of temporally stable sites generally increased with soil depth. Compared with SDRD, MABE was more suitable for the identification of time‐stable sites for mean SWS prediction. 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may strongly influence the fate of pesticides in soils due to their large surface area and abundance in agricultural soils. This research was undertaken to determine the effects of smectite properties on the affinity of smectitic clays for atrazine (2‐chloro‐4‐ethylamino‐6‐isopropylamino‐1, 3, 5 triazine). Samples of the <2‐µm fraction were separated by sedimentation from 13 reference smectites and treated with H\u003Cjats:sub>2\u003C\u002Fjats:sub>O\u003Cjats:sub>2\u003C\u002Fjats:sub> for removal of organic matter. A soil smectite sample was separated (<0.02‐µm fraction) from a H\u003Cjats:sub>2\u003C\u002Fjats:sub>O\u003Cjats:sub>2\u003C\u002Fjats:sub> and dithionite‐citrate‐bicarbonate‐treated Webster (fine‐loamy, mixed, mesic Typic Haplaquoll) soil by a dispersion‐centrifugation‐decantation technique. All 14 samples were Ca saturated, dialyzed free of excess electrolyte, and freeze dried. The mineralogy of each sample was evaluated by a combination of x‐ray diffraction and chemical analysis. Values for cation‐exchange capacity (CEC), surface charge density (SCD), surface area (SA), and percent tetrahedral charge (TC) were based on structural interpretations of the chemical analyses. Freundlich adsorption isotherms for atrazine adsorption on each sample were determined using the batch‐equilibration method. Smectite was the dominant mineral in 13 of the clay samples; the 14th sample was a mixture of interstratified smectite‐illite, quartz, and kaolinite. For the smectitic clays, atrazine adsorption ranged from 0 to 100%, and the logarithm of the Freundlich adsorption constant [log(\u003Cjats:italic>K\u003Cjats:sub>f\u003C\u002Fjats:sub>\u003C\u002Fjats:italic>)] decreased linearly with the CEC (\u003Cjats:italic>r\u003C\u002Fjats:italic>\u003Cjats:sup>2\u003C\u002Fjats:sup> = 0.82) of the clays. Stepwise multiple‐regression analysis indicated that log (\u003Cjats:italic>K\u003Cjats:sub>f\u003C\u002Fjats:sub>\u003C\u002Fjats:italic>) values were correlated with SCD and SA values (\u003Cjats:italic>r\u003C\u002Fjats:italic>\u003Cjats:sup>2\u003C\u002Fjats:sup> = 0.83). Inclusion of TC and suspension pH as independent variables in the regression analysis did not significantly improve the correlations. The results indicate that the affinity of smectites for atrazine decreases with increasing SCD, which suggests that atrazine is primarily adsorbed by smectites as a neutral species.\u003C\u002Fjats:p>",{"EN":510},"Adsorption of Atrazine on Smectites",{"VOID":512},"[\"8159024599933482206\"]",{"VOID":514},"10.2136\u002Fsssaj1992.03615995005600010010x",[111],"https:\u002F\u002Facsess.onlinelibrary.wiley.com\u002Fdoi\u002F10.2136\u002Fsssaj1992.03615995005600010010x",[518,539,556,573],{"id":519,"sortIndex":25,"researcher":24,"roles":520,"affiliations":521,"properties":530,"displayName":534,"givenName":24,"familyName":24},"9863d0bf-a91f-47a7-8907-a11edc2a38c2",[],[522],{"id":523,"sortIndex":25,"affiliation":524,"properties":24},"129e9d90-dae4-4883-84b8-cf4660256d03",{"id":523,"createTime":24,"updateTime":24,"relativeEntities":525,"slug":24,"properties":526,"entityType":24,"verifyStatus":24,"verifyTime":24,"verifyNote":24,"languages":24,"translateLanguages":24,"viewCount":24,"url":24,"parentIds":529,"statistic":24},[],{"title":527},{"EN":528},"USDA‐ARS National Soil Tilth Lab. 2150 Pammel Drive Ames IA 50011",[],{"orcid":531,"title":533,"gsAuthor":535,"openalex":537},{"VOID":532},"https:\u002F\u002Forcid.org\u002F0000-0003-0808-1135",{"EN":534},"David A. 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The objective of this study was to determine the best method to quantify the mass of wind‐blown material moving past a fixed point during four storms. Twenty‐one Modified Wilson and Cooke (MWAC) sediment catchers were installed in a pearl millet [\u003Cjats:italic>Pennisetum glaucum\u003C\u002Fjats:italic> (L.) R. Br.] field in the Sahelian zone of Niger, on a sandy, siliceous, isohyperthermic Psammentic Paleustalf. Each catcher trapped materials at seven heights between 0.05 and 1.00 m. The vertical profiles of measured horizontal mass fluxes were described by two different models, a three‐parameter power function and a five‐parameter combined model, which is a combination of an exponential function and a power function. For all four storms, both models described accurately the mass fluxes between 0.05 and 0.26 m, but fitted mass fluxes at 0.50, 0.75, and 1.00 m deviated from measured fluxes. Deviations were 21.1, 45.2, and 60.6% for the power function and 12.4, 18.5, and 38.0% for the combined model. Mass transport rates were calculated by integrating the mass flux profiles across height. The differences in calculated mass transport rates were small, but because of the better fit, the combined model was preferred. Correcting for the trapping efficiency of the MWAC catchers (0.49) and multiplying by the storm duration resulted in total mass transport values, which are equal to the mass of soil passing a strip of 1‐m width perpendicular to the mean wind direction. The average mass transport values were 102.7, 15.5, 31.8, and 149.8 kg m\u003Cjats:sup>−1\u003C\u002Fjats:sup>, respectively, for the four storms.\u003C\u002Fjats:p>",{"EN":816},"Comparison of Models Describing the Vertical Distribution of Wind‐Eroded Sediment",{"VOID":818},"[\"5255414607981462152\"]",{"VOID":820},"10.2136\u002Fsssaj1996.03615995006000060042x",[111],"https:\u002F\u002Facsess.onlinelibrary.wiley.com\u002Fdoi\u002F10.2136\u002Fsssaj1996.03615995006000060042x",[824,845],{"id":825,"sortIndex":25,"researcher":24,"roles":826,"affiliations":827,"properties":836,"displayName":840,"givenName":24,"familyName":24},"b1f3f263-7296-467c-95df-0fcda225c383",[],[828],{"id":829,"sortIndex":25,"affiliation":830,"properties":24},"48bd14f9-b373-4294-9177-22b4e76625b9",{"id":829,"createTime":24,"updateTime":24,"relativeEntities":831,"slug":24,"properties":832,"entityType":24,"verifyStatus":24,"verifyTime":24,"verifyNote":24,"languages":24,"translateLanguages":24,"viewCount":24,"url":24,"parentIds":835,"statistic":24},[],{"title":833},{"EN":834},"Dep. of Irrigation and Soil & Water Conservation, Wageningen Agricultural Univ., Nieuwe Kanaal 11, 6709 PA, Wageningen, the Netherlands",[],{"orcid":837,"title":839,"gsAuthor":841,"openalex":843},{"VOID":838},"https:\u002F\u002Forcid.org\u002F0000-0002-3304-7249",{"EN":840},"G. 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The treatments included fresh paper mill sludge (PMS) and its compost (CPMS) applied at a rate of 40 Mg ha\u003Cjats:sup>−1\u003C\u002Fjats:sup> with or without a mineral N fertilizer (120 kg N ha\u003Cjats:sup>−1\u003C\u002Fjats:sup>), N fertilizer only (recommended rate of 160 kg N ha\u003Cjats:sup>−1\u003C\u002Fjats:sup>), and an unamended control. Measurements of total and amino sugars and humic substances were made on slaking‐resistant aggregates 2 yr after the last of three successive annual applications of the treatments. Compared with the treatments that received no organic amendment, the PMS and CPMS applications increased macroaggregate stability by an average of 45%. The effects of fresh vs. composted amendments on soil macroaggregates and their organic C contents were similar but differences in C composition were observed. Humic acid content of aggregates >2 mm was significantly higher (50%) with CPMS than PMS, although part of this effect could be attributed to the slightly greater C application rate with CPMS. Conversely, glucosamine content, an indicator of fungi abundance, was significantly greater following PMS than CPMS application. We concluded that microorganisms, in particular fungi, were a more important factor of stable macroaggregation in the soil amended with fresh sludge, while humic substances played a greater role in compost‐amended soil. 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In studying differences between these soils, data showed that NaCl applied to the Beaumont soil did not reduce rice yield, but equivalent amounts of KCl did. The KCl‐induced yield reduction may have been the result of NH\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> entrapment in clay minerals caused by added K. Clay mineral characterization showed that the Beaumont soil fixed more NH\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> than the Nada soil because the Beaumont soil was higher in soil K, high‐charge smectite [i.e., 0.76 equivalents per (Si,Al)\u003Cjats:sub>4\u003C\u002Fjats:sub>O\u003Cjats:sub>10\u003C\u002Fjats:sub>(OH)\u003Cjats:sub>2\u003C\u002Fjats:sub>] and charges in the tetrahedral sites. The 8‐wk incubation of Beaumont soil in the rice root zone resulted in partial release of added Nh\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> and no release of native NH\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> when the Beaumont soil had been Ca saturated. The K‐saturated Beaumont soil did not release fixed Nh\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> during incubation as the Ca‐saturated soil did. The Lake Charles soil showed clay and fixation characteristics similar to the Beaumont soil, while the Nada soil did not fix beyond its native level or release any upon incubation. The presence of 2:1 layer silicates in Beaumont and Lake Charles soils with x‐ray diffraction characteristics similar to smectite, and NH\u003Cjats:sup>+\u003C\u002Fjats:sup>\u003Cjats:sub>4\u003C\u002Fjats:sub> fixation characteristics similar to vermiculite, was recognized.\u003C\u002Fjats:p>",{"EN":1309},"Ammonium Fixation by High‐Charge Smectite in Selected Texas Gulf Coast Soils",{"VOID":1311},"[\"15308165146698747907\"]",{"VOID":1313},"10.2136\u002Fsssaj1989.03615995005300040008x",[111],"https:\u002F\u002Facsess.onlinelibrary.wiley.com\u002Fdoi\u002F10.2136\u002Fsssaj1989.03615995005300040008x",[1317,1334,1351],{"id":1318,"sortIndex":25,"researcher":24,"roles":1319,"affiliations":1320,"properties":1329,"displayName":1331,"givenName":24,"familyName":24},"e7992f8c-732d-422e-8589-4ef46ddd45ac",[],[1321],{"id":1322,"sortIndex":25,"affiliation":1323,"properties":24},"f516b64c-731d-43d9-a989-aacfaeb589be",{"id":1322,"createTime":24,"updateTime":24,"relativeEntities":1324,"slug":24,"properties":1325,"entityType":24,"verifyStatus":24,"verifyTime":24,"verifyNote":24,"languages":24,"translateLanguages":24,"viewCount":24,"url":24,"parentIds":1328,"statistic":24},[],{"title":1326},{"EN":1327},"Energy and Mining Res. 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