Irma Fitriani, Muhammad Ikhsan, Meidia Refiyanni
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摘要

帕亚达普尔灌区是南亚齐地区的灌区之一。的面积??微咸厨房的灌溉面积为??大约2390.50公顷,然而,由于水道沿线的破坏,供水需求不是最佳的,因此它可能对农民有害。从左右两翼堤防坍塌、淤积通道堵塞开始,使稻田的供水得不到满足。本研究的目的是确定厨房微咸灌区主通道建筑的物理状况,并计算厨房微咸灌区的用水效率和失水。本研究分为以下几个阶段:(1)计算灌区用水效率;(2)计算灌区失水。从这些计算结果可以看出,水田厨房灌区的性能,从研究结果来看,存在主体建筑的结果为20.45%(损坏),载体通道的结果为40.75%(损坏),建筑为43.16%(损坏)。排水渠为73.60%(足够),排水渠沿线建筑物为25.10%(损坏),而从灌渠效率计算为63.20%,失水为16.66%
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kerusakan Saluran Primer Daerah Irigasi Paya Dapur Kabupaten Aceh Selatan
Irrigation area Paya Dapur is one of the irrigation areas in South Aceh district. The area of ??irrigation for brackish kitchen has an area of ??about 2390.50 Ha, however, with damage along the channel, the service in water needs is not optimal so that it can be detrimental to farmers. Starting from the collapse of the embankments on the left and right wings, and the blockage of sedimentation channels so that the water supply in the rice fields is not met as needed. The purpose of this study is to determine the physical condition of the building in the primary channel of the kitchen brackish irrigation area and to calculate water efficiency and water loss in the kitchen brackish irrigation area. This research was conducted following the following stages: (1) calculation of irrigation area water efficiency, (2) calculation of irrigation area water loss. From the results of these calculations, it can be seen that the performance of the Paddy Kitchen irrigation area, from the results of the study, there were conditions of the main building with the results of 20, 45% (damaged), carrier channel 40, 75% (damaged), building for/tapping 43, 16% (damaged)., drains 73, 60% (enough), buildings along the drains 25, 10% (damaged), while from the calculation of irrigation canal efficiency it is 63, 20% and water loss is 16, 66%
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