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An empirical model development for the sediment transport capacity of shallow overland flow: model validation

机译:浅层陆上水流输沙能力的经验模型开发:模型验证

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摘要

A sediment transport capacity model was developed specifically for shallow rain-impacted overland flow (Guy et al. 2009a) and calibrated (Guy et al. 2009b). The results of model validation exercises are presented here. Model tests using data collected in the present study indicate that sufficient data were obtained to characterise reliably transport behaviour within the ranges of the independent variables examined and indicate that model predictions are satisfactory. Tests of the model against previously collected data confirm this result, notwithstanding some differences in experimental conditions between previous and present studies. Empirical limits of validity of the calibrated transport model are determined from the results of model calibration and by comparison of model predictions with previous data. These analyses also suggest ways to refine the transport model, including conducting experiments using material with density intermediate between 1500 and 2650 kg m-3, using particles smaller than 0.1 mm diameter, examining higher transport rates to explore the limits of rainfall influence, and collecting additional data to confirm the transport threshold function proposed in the present study.
机译:专门针对雨水影响的陆上径流开发了泥沙输运能力模型(Guy等,2009a)并进行了校准(Guy等,2009b)。模型验证练习的结果在此处显示。使用本研究中收集的数据进行的模型测试表明,已获得足够的数据来表征在所检查的独立变量范围内的可靠运输行为,并表明模型预测令人满意。尽管先前和当前研究之间的实验条件有所不同,但针对先前收集的数据进行的模型测试证实了该结果。校准运输模型有效性的经验限制是根据模型校准的结果以及通过将模型预测与先前数据进行比较来确定的。这些分析还提出了改进运输模型的方法,包括使用密度介于1500和2650 kg m-3之间的材料进行实验,使用直径小于0.1 mm的颗粒,检查更高的运输速率以探索降雨影响的极限以及收集其他数据,以确认本研究中提出的运输阈值功能。

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