根据田南特方法和曲线流畅(FDC)在达斯多坎环境中通过

Muhammad Khalis Ilmi
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摘要

斗岛坎流域(DAS)是被列入国家重点流域的流域,因此有必要定期对流域管理进行监测和评价。监测和评价流域管理的一个非常重要的方面是环境排放量的确定。印度尼西亚的环境排放被称为河流维护流量,其目的是在河流管理的背景下维持河流生态系统。印度尼西亚的河流维护流量在2011年关于河流的PP No. 38中进行了规定,即Q95%的中流砥柱流量。摘要本研究的目的是确定渡渡坎流域的环境排放量,作为未来河流管理工作之一。使用的方法是水文方法,即坦南特法和流量持续时间曲线(FDC)。Tennant方法建议相对于年平均流量设置最小流量,FDC方法使用威布尔理论将日流量数据处理成一定百分比作为事件的概率值。结果表明:Tennant法和FDC法的环境流量区间为0.01 ~ 0.2 m3/s,从这个区间可以看出,渡渡坎流域的流量特征具有极小的最小量。这种情况说明,独岛坎流域的承载能力正在下降,因此有必要根据现有情况进行适当的流域管理
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Penentuan Debit Lingkungan Di DAS Dodokan Berdasarkan Metode Tennant Dan Flow Duration Curve (FDC)
The Dodokan Watershed (DAS) is a watershed that is included in one of the national priority watersheds, so it is necessary to monitor and evaluate the watershed management on a regular basis. One very important aspect in monitoring and evaluating watershed management is the determination of the amount of environmental discharge. Environmental discharge in Indonesia is known as river maintenance flow which is intended in the context of river management to maintain river ecosystems. The amount of river maintenance flow in Indonesia is regulated in PP No. 38 of 2011 concerning rivers, namely Q95% mainstay discharge. The purpose of this study was to determine the amount of environmental discharge in the Dodokan watershed as one of the river management efforts in the future. The method used is the hydrological method, namely the Tennant method and flow duration curve (FDC). The Tennant method recommends that the minimum flow is set relative to the annual average flow and in the FDC method the daily discharge data is processed into a certain percentage as the probability value of the event using Weibull theory. The results showed that the environmental discharge interval using the Tennant and FDC methods was 0.01–0.2 m3/s, from this interval it can be seen that the flow characteristics in the Dodokan watershed have a very small minimum quantity. This situation illustrates that the carrying capacity of the Dodokan watershed is in a declining condition so it is necessary to carry out proper watershed management in accordance with existing conditions
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