Ahmad Hakim Bintang Kuncoro, Diah Setyati Budiningrum, I. Istianah
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摘要

居鲁格灌区是库仑普罗戈地区的农业区之一。灌区的供水来自位于灌区上游的露水水库。近年来,由于泥沙淤积导致水库变浅,导致水库蓄水能力下降,同时由于泥沙淤积导致灌溉进水口关闭。该分析使用USLE模型来预测Jurug dew上游雨水集水区发生的土地侵蚀导致的沉积速率。估算jurug dew中的沉降速率旨在为下一步处理发生的沉降影响做准备。分析结果表明,鄂隆河上游流域的平均侵蚀量为54,66 t / ha /年,属于严重侵蚀危害等级(B III级),23 a来泥沙量为73,12 t。沉淀物处理可以通过绿化、疏浚沉淀物和建造沉淀物捕集器来完成。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Sedimentasi di Tampungan Embung Daerah Irigasi Jurug Lendah Kulon Progo
Jurug irrigation area is one of the agricultural areas in kulon Progo area. The provision of water for the irrigation area is sourced from the dew reservoir located in the upper reaches of the irrigation area. In recent years there has been a shallowing of the reservoir due to sedimentation which resulted in a reduced capacity of the dew reservoir, as well as the closure of irrigation intake doors due to the accumulation of sediment. The analysis used the USLE model to predict sedimentation rates due to land erosion that occurred in the rain catchment area upstream of Jurug dew. Estimating the sedimentation rate in jurug dew aims to prepare the next step as a form of handling the impact of sedimentation that occurs. The results of the analysis showed that the average amount of erosion that occurred in the watershed upstream of Embung D.I. Jurug was 54,66 tons / ha / year and fell into the class of severe erosion hazard level (B III). The amount of sediment over 23 years amounted to 730,12 tons of sediment. Sediment handling can be done by greening, dredging sediments, and building sediments trap.
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