Beni Firdaus, Deddy Kurniawan, Selpa Dewi
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摘要

摘要:排水具有排水、排水、倾倒或引水的含义。一般来说,排水系统被定义为一系列水结构,其功能是减少或清除一个地区或土地上多余的水,从而使土地得到最佳利用。排水也被定义为试图控制与盐度有关的地下水质量。本研究的目的在于规划索洛克市丹绒巴库村Pogoh Residence 2 Housing的排水系统。所使用的数据或信息是从Tanjung Paku村获得的次要数据和从实地直接调查获得的主要数据。因此,有必要为Pogoh Residence 2住宅区域规划一个经济的排水尺寸,以更小的截压或排水墙更优化地排水,并采用梯形通道类型。经分析计算得出,流量Q = 0.60 m³/秒,顶宽b1 = 0.30 m,高h = 0,40 m,底宽b2 = 0.25 m,汛期为10年。为Qmax = 0.54 m³/s。数据处理方法采用人工计算,按照Gumbel法、Rational法和hasers法进行计算。计算雨流量,以及河道流量的曼宁公式。关键词:Gumbel, Rational, Haspers,梯形引流法
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PERENCANAAN DRAINASE PERUMAHAN POGOH RESIDENCE 2 KELURAHAN TANJUNG PAKU, KOTA SOLOK
Abstract: Drainage has the meaning of draining, draining, dumping, or diverting water. In general, drainage is defined as a series of water structures that function to reduce or remove excess water from an area or land, so that the land can be used optimally. Drainage is also defined as an attempt to control groundwater quality in relation to salinity. The purpose of this study is to plan the drainage of Pogoh Residence 2 Housing, Tanjung Paku Village, Solok City. The data or information used is secondary data obtained from Tanjung Paku Village and primary data obtained from direct surveys in the field. So it is necessary to plan an economical drainage dimension that can drain water more optimally with a smaller cross-sectional pressure or drainage wall for the Pogoh Residence 2 Housing area with a trapezoidal channel type. After analyzing the calculation, it is found that the flow rate Q = 0.60 m³/sec with the top width b1 = 0.30 m, height h = 0,40 m, bottom width b2 = 0.25 m and flood water discharge for a 10 year return period. is Qmax = 0.54 m³/s. The data processing method uses manual calculations in accordance with the Gumbel Method, Rational Method and Haspers Method. to calculate the rain discharge, and the Manning formula for channel discharge.Keywords: Gumbel, Rational, Haspers, Trapezoidal Drainage Methods.
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