安汶市泰卢安汶区瓦伊拉河流域排水渠道上的河流概况

Rudi Serang
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摘要

排水系统是一种下水道系统,其功能是排出雨水径流、定居点污水、工厂污水、工业废水、防止死水等。因此,如果一个地区存在滞水或径流,则需要评估当地排水通道的状况。不立即排水的积水会造成负面影响,如扰乱居民的活动,环境变得肮脏,气味难闻,并导致疾病。基于代数平均的合理方法对10年降水计算的分析与探讨,Gumbell, Log person III。本研究的目的是分析径流排放多少、脏水排放多少以及修复现有排水渠道和排水径流处理方案。利用1.01年、2年、5年、10年的回归期对野外的降雨量进行分析,得到了流域内出现的峰值时数。0.01年的回归周期为345.597 mm/小时,2年的回归周期为435.094 mm/小时,5年的回归周期为477.044 mm/小时,10年的回归周期为511.195 mm/小时。河道Ka1的排污量= 0.0037 m3/s,河道Ka 1a = 0.0059 m3/s,河道Ka 1b = 0.0060 m^3/s,河道Ka 2 = 0.0058 m^3/s,河道Ka 2a = 0.0039 m3/s,河道Ka 2b = 0.0034 m3/s,河道Ki 3 = 0.0056 m3/s,河道Ki 3a = 0.0010 m3/s,河道Ki 3b = 0.0012 m3/s
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Overview of River over Drainage Channels in the Wailela River Watershed, Teluk Ambon District, Ambon City
Drainage is a sewer system that functions to drain rainwater runoff, sewage from settlements, factories, industrial wastewater, prevent stagnant water and so on. Thus, if there is stagnant water or runoff in an area, the condition of the local drainage channel needs to be evaluated. Stagnant water that is not immediately drained can cause negative impacts such as disruption to residents' activities, the environment becomes dirty, smells bad, and causes disease. Analysis and discussion of rainfall calculations for 10 years with rational methods based on algebraic mean, Gumbell, Log person III. The purpose of this study is to analyze how much runoff discharge, dirty water discharge discharge and rehabilitate existing drainage channels and drainage runoff handling solutions. By analyzing the rainfall discharge that occurs in the field using return periods of 1.01 years, 2 years, 5 years and 10 years, the peak hours that occur in the drainage area are obtained. For the 0.01 year return period it is 345.597 mm/hour, for the 2 year return period it is 435.094 mm/hour, for the 5 year return period it is 477.044 mm/hour, and for the 10 year return period it is 511.195 mm/hour. The amount of discharge / discharge of dirty water in channel Ka1 = 0.0037 m3/s, for channel Ka 1a = 0.0059 m3/s, for channel Ka 1b = 0.0060 m^3/s, for channel Ka 2 = 0.0058 m^3/ sec , for Ka 2a channel = 0.0039 m3/s, for Ka 2b channel = 0.0034 m3/s, for Ki 3 channel = 0.0056 m3/s, for Ki 3a channel = 0.0010 m3/s, for Ki 3b channel = 0.0012 m3/ sec
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