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羊道沟流域侵蚀产沙模型原型选定问题 总被引:2,自引:0,他引:2
侵蚀的空间尺度不同,在建立土壤侵蚀模型时,要考虑由于空间变化所引起的侵蚀因子对侵蚀产沙响应的不同。土壤侵蚀模型在空间尺度上可以划分为坡面、小流域和区域三个不同层次。在坡面尺度上,主要考虑坡面侵蚀的垂直分带性及其相互影响;小流域尺度上,不但考虑坡面侵蚀的特点,还要考虑坡面来水来沙对沟道侵蚀产沙的影响、重力侵蚀及泥沙输移情况;在区域尺度上则主要考虑小流域各自的侵蚀产沙特点及其相互影响。通过分析国内外常用的不同尺度上的侵蚀产沙模型及其最新发展情况,并借鉴羊道沟流域研究的丰富经验,提出了羊道沟流域作为王家沟流域-侵蚀产沙单元的侵蚀产沙概念模型,为流域侵蚀产沙模型尺度之间转换提供借鉴。 相似文献
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不同空间尺度上侵蚀产沙模型研究 总被引:4,自引:0,他引:4
土壤侵蚀模型在空间尺度上可以划分为坡面、小流域和区域3个不同层次。在坡面尺度上,主要考虑坡面侵蚀的垂直分带性及其相互影响;小流域尺度上,不但考虑坡面侵蚀的特点,还要考虑坡面来水来沙对沟道侵蚀产沙的影响、重力侵蚀及泥沙输移情况;在区域尺度上则主要考虑小流域各自的侵蚀产沙特点及其相互影响。因侵蚀的空间尺度不同,在建立土壤侵蚀模型时,要考虑由于空间变化所引起的侵蚀因子对侵蚀产沙响应的不同。通过分析国内外常用的不同尺度上的侵蚀产沙模型及其最新发展情况,提出模型建立中存在的问题,可以为以后建立土壤侵蚀产沙模型提供借鉴。 相似文献
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利用野外试验小区观测与人工模拟降雨资料,在定量分析羊道沟小流域坡面—沟坡—沟道侵蚀产沙关系基础上,建立了羊道沟小流域侵蚀产沙模型。借助GIS技术,将王家沟小流域划分为40个沟间地、40个沟坡地及它们组成的40个子流域和一个输水输沙通道。通过对比分析每个子流域降雨、地貌、治理、植被覆盖、耕作措施和土壤6个主要侵蚀产沙影响因子与羊道沟小流域各因子的关系,得到王家沟各子流域相对于羊道沟小流域侵蚀产沙模型相应参数的修正系数,结合王家沟流域主沟道泥沙输移关系,建立了王家沟流域次降雨分布式侵蚀产沙模型。利用王家沟流域1963-1968年22次天然降雨资料,对模型进行检验,结果较为理想,预测精度达到55%。 相似文献
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国内坡面土壤侵蚀预报模型述评 总被引:4,自引:0,他引:4
坡面侵蚀预报模型的研究可加深对土壤侵蚀过程及其机理的认识,为坡面水土保持措施配置提供科学支持。我国坡面侵蚀预报模型研究大体可分为三个阶段:(1)利用主要水蚀区径流小区观测资料,基于美国通用土壤流失方程USLE(Universal Soil Loss Equation)建立坡面侵蚀预报统计模型研究;(2)结合黄土高原侵蚀特点,考虑陡坡地浅沟侵蚀,建立坡面侵蚀预报经验模型研究;(3)基于物理成因的坡面侵蚀预报模型研究。根据我国坡面侵蚀产沙的特殊性及地形的复杂性,提出建立我国坡面侵蚀预报模型应加强的研究领域,即浅沟侵蚀过程及机理、坡面薄层水流、细沟水流以及浅沟水流的水流剥离方程、坡面水沙汇集传递关系和陡坡地侵蚀过程模拟等研究。 相似文献
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Distributed erosion and sediment yield models are being increasingly used for predicting soil erosion and sediment yields in agricultural catchments. In most applications, validation of such models has commonly been restricted to comparison of the predicted and measured sediment output from a catchment, because spatially distributed information on rates and patterns of soil redistribution within the catchment has been lacking. However, such spatially distributed data are needed for rigorous model testing, in order to validate the internal functioning of a model and its applicability at different spatial scales. The study reported in this paper uses two approaches to test the performance of the agricultural non-point source pollution (AGNPS) and areal non-point source watershed environmental response simulation (ANSWERS) erosion and sediment yield models in two small catchments in Devon, UK. These involve, firstly, comparison of observed and predicted runoff and sediment output data for individual storm events monitored at the basin outlets and, secondly, information on the spatial pattern of soil redistribution within the catchments derived from 137Cs measurements. The results obtained indicate that catchment outputs simulated by both models are reasonably consistent with the recorded values, although the AGNPS model appears to provide closer agreement between observed and predicted values. However, the spatial patterns of soil redistribution and the sediment delivery ratios predicted for the two catchments by the AGNPS and ANSWERS models differ significantly. Comparison of the catchment sediment delivery ratios and the pattern of soil redistribution in individual fields predicted by the models with equivalent information derived from 137Cs measurements indicates that the AGNPS model provides more meaningful predictions of erosion and sediment yield under UK conditions than the ANSWERS model and emphasises the importance of using information on both catchment output and sediment redistribution within the catchment for model validation. 相似文献
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Using the modified agricultural non-point source pollution model in German watersheds 总被引:2,自引:0,他引:2
The modified agricultural non-point source pollution model (AGNPSm) was used in this study to predict runoff volume, peak flow rate, and sediment yield in three different watersheds in Germany. It is a distributed parameter soil erosion model which uses simple approaches to hydrological and sediment calculations. Simulations were carried out in the Glonn G1 (1.2 km2), and Glonn G2 (1.6 km2), and the Salzboede (81.7 km2) watersheds in Germany. Runoff volume was predicted reliably in all three watersheds. Sediment yield predictions were excellent in the Glonn G1 and acceptable in the Glonn G2 watersheds. There were some uncertainties in the sediment yield calculations for the Salzboede watershed. This study shows that a less complex soil erosion model such as AGNPSm is able to produce reliable assessments of non-point source pollution for planning purposes. 相似文献
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黄土区空闲坡耕地地表径流产沙近似解析模型 总被引:1,自引:0,他引:1
准确地预测农田地表径流是实现农业面源污染控制的基础,根据降雨和地表径流的运动特征,耦合Green-Ampt模型累积入渗量显函数、运动波模型和稳态的产沙模型,建立了降雨条件下的坡面产流产沙近似解析模型。该模型通过线性表示入渗率和水深之间的关系近似求解了运动波方程,通过设置30~90 mm/h的5种不同雨强的模拟降雨试验,推求模型参数并验证模型精度,并对模型参数进行敏感性分析。结果表明:(1)径流和泥沙的模型计算值与实测值吻合较好,且模型更适合于模拟60 mm/h雨强下的产流产沙过程,曼宁糙率系数均分布在0.00026~0.00029 min/cm^1/3,入渗率参数c与雨强的关系可以用指数函数c=9×10^-4p^-0.644对其进行描述,产沙模型中的参数a和b分别分布于0.13~0.15和0.10~0.12,由于泥沙运动的偶然性因素,产沙过程的模型模拟精度低于径流过程。(2)当c取值为0~0.05时,Dif值变化较小,即地表径流对入渗率参数c敏感性较弱;径流产沙过程中,Dif值随参数a和b的变化均有不同程度的波动。总体来看,径流产沙率对径流冲刷系数a比雨滴侵蚀系数b更为敏感。 相似文献
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三峡库区大宁河流域AnnAGNPS模型参数评价 总被引:2,自引:0,他引:2
AnnAGNPS是一个基于连续事件、流域尺度的分布式农业非点源污染模型,用来模拟流域地表径流、泥沙与化学物质迁移,进而评价流域内农业管理措施对流域水文和水质的响应。构建完善的数据库是模型合理应用的前提条件,以位于长江三峡库区的大宁河沟流域为例,应用3S(GIS,RS和GPS)技术,结合实地调查,建立了AnnAGNPS模型数据库,评价了气候、地形、土壤、土地利用和作物等相关参数的确定,重点分析了模拟单元划分、土地利用数据库和土壤相关参数等因子,为大宁河流域侵蚀产沙和农业非点源污染模拟研究提供了基础数据平台,也为该模型在长江三峡库区的合理应用奠定了科学基础。 相似文献
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Estimate of sediment yield in a basin without sediment data 总被引:4,自引:0,他引:4
In this study, three mathematical models for the estimate of sediment yield, due to soil and stream erosion, at the outlet of a basin are presented. Each model consists of three submodels: a rainfall-runoff submodel, a soil erosion submodel and a sediment transport submodel for streams. The rainfall-runoff and the stream sediment transport submodels are identical in the three mathematical models. The rainfall-runoff submodel that is used for the computation of the runoff in a sub-basin is a simplified water balance model for the soil root zone. For the estimate of soil erosion in a sub-basin, three different submodels are used alternatively, owing to the fact that erosion or sediment yield data are not available. The soil erosion submodels are (a) a modified form of the classical Universal Soil Loss Equation (USLE, [Foster, G.R., Meyer, L.D., Onstad, C.A., 1977. A runoff erosivity factor and variable slope length exponents for soil loss estimates. Transactions of the ASAE, 20 (4), 683–687]) taking into account both the rainfall erosion and the runoff erosion, (b) the relationships of Poesen [Poesen, J., 1985. An improved splash transport model. Zeitschrift für Geomorphologie, 29, 193–211] quantifying the splash detachment, as well as the upslope and downslope splash transport, (c) the relationships of Schmidt [Schmidt, J., 1992. Predicting the sediment yield from agricultural land using a new soil erosion model. Proceedings of the 5th International Symposium on River Sedimentation. Karlsruhe, Germany, pp. 1045–1051] including the momentum flux exerted by the droplets and the momentum flux exerted by the runoff. The sediment transport submodel for streams aims to estimate the sediment yield at the outlet of a sub-basin. This quantity results by comparing the available sediment amount in the main stream of a sub-basin with the sediment transport capacity by stream flow, which is computed by the relationships of Yang and Stall [Yang, C.T., Stall, J.B., 1976. Applicability of unit stream power equation. Journal of the Hydraulics Division, ASCE, 102, 559–568]. The mathematical models were applied to the basin of Kompsatos River, in northeastern Greece, with an area of about 565 km2. The whole basin was divided into 18 natural sub-basins for more precise calculations. Monthly rainfall data were available for 27 years (1966–1992); therefore, the calculations were performed on a monthly basis. The deviation between the three mean annual values of sediment yield at the basin outlet, for 27 years, resulting from the three mathematical models is relatively small. 相似文献
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基于SWAT模型的大宁河流域非点源污染空间特性研究 总被引:14,自引:2,他引:12
以三峡库区大宁河流域为研究区域,应用SWAT模型进行了流域农业非点源污染负荷的模拟计算。利用巫溪水文站2000-2004年的实测日径流和泥沙数据进行了模型的率定与验证。验证结果表明,SWAT模型适用于大宁河流域。利用验证后的模型分析了大宁河流域2003年的非点源污染空间分布特征,结果发现,大宁河流域西部地区是土壤侵蚀发生相对严重的地区,有机氮产小的地区和高泥沙量产出的地区大致相同。总体上,大宁河流域非点源污染的产生量西部高于东部,南部高于北部,中部地区最小。针对SWAT模型的空间分析结果提出了该区非点源污染的防治措施。 相似文献
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为反映因下垫面因子空间分布不均和人类活动对流域侵蚀产沙的影响,建立了基于场次暴雨的小流域侵蚀产沙分布式数学模型。该模型能够模拟出流域在不同水土保持措施(不同土地利用类型)下的径流和侵蚀产沙的时空过程,从而加强了在水土保持措施制定中的应用,并能够检测流域管理措施对径流泥沙过程产生的影响,进而为配置流域内水土保持措施和检测流域管理,提供技术支撑和科学依据。经黑草河小流域实测资料率定和验证,计算值与实测值符合良好。 相似文献
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N. Haregeweyn J. Poesen G. Verstraeten G. Govers J. de Vente J. Nyssen J. Deckers J. Moeyersons 《Land Degradation \u0026amp; Development》2013,24(2):188-204
Most regional‐scale soil erosion models are spatially lumped and hence have limited application to practical problems such as the evaluation of the spatial variability of soil erosion and sediment delivery within a catchment. Therefore, the objectives of this study were as follows: (i) to calibrate and assess the performance of a spatially distributed WATEM/SEDEM model in predicting absolute sediment yield and specific sediment yield from 12 catchments in Tigray (Ethiopia) by using two different sediment transport capacity equations (original and modified) and (ii) to assess the performance of WATEM/SEDEM for the identification of critical sediment source areas needed for targeting catchment management. The performance of the two model versions for sediment yield was found promising for the 12 catchments. For both versions, model performance for the nine catchments with limited gully erosion was clearly better than the performance obtained when including the three catchments with significant gully erosion. Moreover, there is no significant difference (alpha 5 per cent) between the performances of the two model versions. Cultivated lands were found to be on average five times more prone to erosion than bush–shrub lands. The predicted soil loss values in most parts of Gindae catchment are generally high as compared with the soil formation rates. This emphasises the importance of implementing appropriate soil and water conservation measures in critical sediment source areas prioritising the steepest part of the catchment (i.e. areas with slope >50 per cent). The applicability of the WATEM/SEDEM model to environments where gully erosion is important requires the incorporation of permanent gully and bank gully erosion in the model structure. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献