Penelusuran Debit Anak Sungai Musi Berdasarkan Pengukuran Curah Hujan Kota Palembang

Rosmalinda Permatasari, Reni Andayani, Zuul Fitriana Umari
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Abstract

The hydrological cycle of the South Sumatra region is influenced by the potential flow produced by the Musi River and its tributaries. The quantity of water that is accessible at any given place is never constant and varies with time. The primary input to the river basin simulation model is flow and discharge data, which must be a time series that completely captures the variability of river flow and discharge data in order to accurately depict water availability. Because the Sekanak River is one of the tributaries of the Musi River, the research built a hydrological model that combines rainfall and river discharge to determine the discharge. The monthly rainfall data is processed to obtain the average rainfall during the data analysis step. The modified Penman method is then used to calculate evapotranspiration. The FJ Mock model was used to examine the mainstay discharge. Results of the discharge analysis for the period of 2018 to 2022 using the FJ Mock method show that the largest discharge occurred between March and June, ranging from 0.203 to 0.241 m3/sec. When the calculated discharge and the actual discharge are compared, it can be seen that the minimum discharge happens in August and the maximum discharge typically occurs in March in the actual discharge data.
基于巴伦邦市降雨量测量的穆西河支流排水量跟踪
南苏门答腊地区的水文循环受到穆西河及其支流潜在流量的影响。任何给定地点可获得的水量都不是恒定的,而是随时间变化的。流域模拟模型的主要输入是流量和排水量数据,这些数据必须是一个时间序列,能够完全反映河流流量和排水量数据的变化情况,以便准确描述水的可用性。由于塞卡纳克河是穆西河的支流之一,研究建立了一个水文模型,结合降雨量和河流排水量来确定排水量。在数据分析步骤中,对月降雨量数据进行处理,以获得平均降雨量。然后使用改进的彭曼法计算蒸散量。FJ Mock 模型被用来研究主要排水量。使用 FJ Mock 方法对 2018 年至 2022 年期间的排水量进行分析的结果显示,最大排水量出现在 3 月至 6 月期间,范围在 0.203 至 0.241 立方米/秒之间。将计算出的排水量与实际排水量进行比较,可以发现,在实际排水量数据中,最小排水量出现在 8 月份,最大排水量一般出现在 3 月份。
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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