Calculating the Volume of the Sediment Wedge in Retention Check Dams by Using Most Appropriate Models in Jammu and Kashmir\'s Budgam District

Dr. Bashir Ahmad Pandit
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Abstract

Abstract: Though their efficacy is currently under question, check dams are crucial for sediment retention globally. To estimate the retained sediment fast, readily, and with a suitable degree of approximation, 10 geometric models are proposed in this study together with their field technique and equations. The models were used to calculate the volume of trapped silt and compare them with other commonly used techniques on a sample of check dams in the Budgam district of Jammu and Kashmir based on the valley's form. Compared to topographic methods, our geometric method produced lesser volumes, but it produced larger volumes than basic methods. As a result, this approach minimizes fieldwork, computations, and expense when used as a preliminary approximation to estimate the sediment trapped by check dams and tiny silted dams. Additionally, compared to the outdated, basic procedures, it enables the selection of a higher precision and better match to the sediment wedge shape.
使用最合适的模型计算查谟和克什米尔布加姆地区拦水坝的沉积楔体积
摘要:尽管拦河坝的功效目前受到质疑,但在全球范围内,拦河坝对拦蓄泥沙至关重要。为了快速、方便、近似地估算拦蓄泥沙量,本研究提出了 10 个几何模型及其现场技术和方程。在查谟和克什米尔布德加姆地区的一个检查坝样本上,根据山谷的地形,使用这些模型计算被截留的淤泥量,并与其他常用技术进行比较。与地形方法相比,我们的几何方法产生的体积较小,但比基本方法产生的体积大。因此,如果将这种方法用作估算拦河坝和小型淤地坝拦截泥沙的初步近似值,可以最大限度地减少实地工作、计算和费用。此外,与过时的基本程序相比,它可以选择更高的精度和更符合泥沙楔形的形状。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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