Evaluation of GUEST and WEPP with a new approach for the determination of sediment transport capacity

被引:69
|
作者
Mahmoodabadi, Majid [1 ]
Ghadiri, Hossein [2 ]
Rose, Calvin [2 ]
Yu, Bofu [2 ]
Rafahi, Hosseingholi [3 ]
Rouhipour, Hassan [4 ]
机构
[1] Shahid Bahonar Univ Kerman, Fac Agr, Dept Soil Sci, Kerman, Iran
[2] Griffith Univ, Fac Environm Sci, Nathan, Qld 4111, Australia
[3] Univ Tehran, Dept Soil Sci, Fac Agr, Karaj, Iran
[4] Res Inst Forests & Rangelands, Tehran, Iran
关键词
Sediment transport capacity; Rill erosion; Rill morphology; GUEST; WEPP; Yalin equation; SOIL-EROSION MODEL; WATER EROSION; OVERLAND-FLOW; DEPOSITION PROCESSES; PHYSICAL PRINCIPLES; RAINFALL DETACHMENT; MATHEMATICAL-MODEL; RILL EROSION; RUNOFF; PREDICTION;
D O I
10.1016/j.jhydrol.2014.03.060
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sediment transport capacity (T-c) is a key parameter for all process-based erosion models. The objective of this study was to develop a new approach for accurate determination of Tc under infiltration conditions based on rill morphology and the sediment feedback relationship. This would allow the way in which sediment transport capacity is computed in WEPP and GUEST models. Six-m long rills in three soils were subjected to constant inflow rates (50, 75 and 122 ml s(-1)) and three flume slope gradients (2%, 4% and 6%). Cross-sections of rills were measured precisely at 0.5 m intervals using a profile-meter prior to and after each experiment. The cumulative net rates of erosion at the end of each section were converted to sediment load along the rill length. The sediment feedback relationship was applied to fit the sediment load values and T-c was determined asymptotically under equilibrium conditions. The results showed that under infiltration conditions, both models tended to under-estimate T-c, however, T, predicted using the GUEST model had better agreement with the measured T-c values than that predicted with WEPP. Using the proposed value of F= 0.15, the performance of GUEST in predicting T-c could be further improved. Sidewall slumping was found to be a plausible explanation for underestimation of T-c by WEPP, which is not explicitly modeled. In contrast, GUEST takes into account any observed changes in rill morphology. The results also indicated that T-c increased as a function of flow discharge and slope gradient, but was more sensitive to slope gradient than to flow discharge. Moreover, stream power was found to be a better predictor of T-c than shear stress. Yet, regression equations using unit discharge and slope gradient as independent variables, did not achieve any better estimation of T-c than did the GUEST (when F = 0.15). Accurate determination of parameter(s) used in a process-based model such as GUEST will lead to improved T-c estimations. Furthermore, Tc is a process-based parameter which should not ideally be estimated with regression equations. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:413 / 421
页数:9
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