Flood Control On Secondary Sub Catchment Cerme Kidul In Drainage Systems Of Primary Canal Cerme Kidul kec. Cerme kab. Gresik

Muhammad Rangga Setya, Adi Prawito
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引用次数: 0

Abstract

Cerme District is located in South Gresik area which has an area of 71.73 km2. This area is located above the height of ± 4m sea level. While the slopes of the Cerme District are in the range 0-2% with a slope to the north. The land-use plan map of Cerme sub-district should be designated as an industrial area and residential area which is still inundated at several points. One of these puddles is in the left-hand cerme drainage system, especially in the secondary sub-catchment cerme kidul. The inundation height is between 20-30cm with inundation ± 2-4 hours. This final project can find out the results of the planned debit calculation using existing land use and land use plans, the difference in the calculation of the debit reaches 60%. While the calculation of canal capacity using planned land use can be known that 2 "safe" and 8 channel segments "need normalization".
主渠排水系统次级集水区的防洪研究Cerme出租车。Gresik
Cerme区位于南Gresik地区,面积为71.73平方公里。该地区位于海拔±4米以上。而Cerme地区的坡度在0-2%之间,向北倾斜。Cerme街道的土地利用规划图应指定为工业区和仍有几处被淹没的住宅区。其中一个水坑位于左边的水坑排水系统中,特别是在二级集水区水坑中。淹没高度在20-30cm之间,淹没时间±2-4小时。这个最终的项目可以利用现有的土地利用和土地利用方案找到计划的借方计算的结果,借方计算的差异达到60%。而利用规划土地利用计算运河运力,可以知道有2个“安全”段,8个“需要规格化”段。
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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