Planning for Distribution of Water and Drainage in The Medan Ressort City Housing Area

I. Irvan, Christo Manurung, N. Herlina, Joni Mulyadi
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Abstract

The expansion of the settlement resulted in the need for clean water is increasing and will also produce much greater wastewater. The wastewater produced by household has no economic value and less well if directly dumped into a body of water such as the drainage and river as it can affect the water quality in the area. The wastewater and drainage were managed properly will create a clean and healthy environment. Medan Resort City will plan the distribution of the waste water in-offsite processing collected at one place in the wastewater treatment plant (WWTP). In the plan, there are drainage channels open to the flow of rain water and domestic wastewater stream with the channel closed in gravity. The value of peak discharge runoff rain drainage 2.1193 m3/s was obtained by using the rational formula. The form used is the channel-shaped trapezoid with depth variations ranging from 0.43-1.15 meters. For domestic wastewater was channeled to the WWTP pipes with a diameter of 100 mm, 200 mm, 300 mm and a total discharge the wastewater that flowed to the WWTP of 31.6476 L/s. The pipe used is a special pipe wastewater with SNI no.06-0162-1987
棉兰度假城市住宅区给排水布局规划
定居点的扩大导致对清洁水的需求增加,也将产生更多的废水。家庭产生的废水没有经济价值,如果直接排入排水和河流等水体,会影响该地区的水质,因此不太好。污水和排水管理得当将创造一个清洁和健康的环境。棉兰度假城将计划在污水处理厂(WWTP)的一个地方收集场外处理的废水。在该方案中,有排水通道向雨水和生活污水流开放,重力通道封闭。利用合理的计算公式,得到峰值径流量为2.1193 m3/s。使用的形式是沟渠形梯形,深度变化范围为0.43-1.15米。生活污水分别进入直径为100 mm、200 mm、300 mm的污水处理厂管道,总排水量为31.6476 L/s。所用管道为SNI号为06-0162-1987的污水专用管道
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