Analysis of Water Availability in the Upper Siak Basin Using the GR2M Model Application

None Harmiyati, A. Sulistio Fuaji
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 The research method used is descriptive quantitative with data collection techniques in the form of map data, rain data, climatology data and field discharge data. And the research location is in the Upper Siak Watershed, namely the Tapung Kiri Sub-watershed.
 The results of the study show that 1) GR2M modeling can be applied to the Tapung Kiri Sub-watershed with an R2 performance of 0.41 with a satisfactory interpretation, a correlation coefficient (R) of 0.67 with a strong interpretation, and an efficiency coefficient (CE) of 0.59 with sufficient optimization interpretation. The reliable discharge obtained based on the GR2M modeling data for the availability of drinking water (Q99%) in the Siak Hulu watershed is 15.69 m3/second.","PeriodicalId":31931,"journal":{"name":"JGEET Journal of Geoscience Engineering Environment and Technology","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"JGEET Journal of Geoscience Engineering Environment and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25299/jgeet.2023.8.3.11559","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

The Siak watershed is one of the critical watersheds, where natural disasters such as floods, landslides and erosion often occur in this area. The Siak watershed has 4 main sub-watersheds, namely the Tapung Kanan sub-watershed, the Tapung Kiri sub-watershed, the Mandau sub-watershed and the Siak Hilir sub-watershed. The existence of these 4 sub-watersheds is also not able to meet the water needs of the community due to the rapid development of the region which will then cause the demand for water to continue to increase in line with the rate of population growth, especially in the Siak watershed area. Fulfillment of food needs and population activities is always closely related to the need for water. These demands cannot be avoided, but must be predicted and planned for the best possible use. The purpose of this study is to describe the application of the GR2M modeling and the amount of raw water availability in the Upper Siak Watershed. The research method used is descriptive quantitative with data collection techniques in the form of map data, rain data, climatology data and field discharge data. And the research location is in the Upper Siak Watershed, namely the Tapung Kiri Sub-watershed. The results of the study show that 1) GR2M modeling can be applied to the Tapung Kiri Sub-watershed with an R2 performance of 0.41 with a satisfactory interpretation, a correlation coefficient (R) of 0.67 with a strong interpretation, and an efficiency coefficient (CE) of 0.59 with sufficient optimization interpretation. The reliable discharge obtained based on the GR2M modeling data for the availability of drinking water (Q99%) in the Siak Hulu watershed is 15.69 m3/second.
基于GR2M模型的上锡克流域水分有效性分析
锡亚克流域是中国重要的流域之一,经常发生洪水、山体滑坡和水土流失等自然灾害。Siak流域有4个主要的子流域,即Tapung Kanan子流域、Tapung Kiri子流域、Mandau子流域和Siak Hilir子流域。由于该地区的快速发展,这4个子流域的存在也无法满足社区的用水需求,这将导致对水的需求随着人口增长的速度继续增加,特别是在Siak流域地区。粮食需求和人口活动的实现总是与对水的需求密切相关。这些需求是无法避免的,但必须加以预测和计划,以使其尽可能得到最佳利用。本研究的目的是描述GR2M模型在Siak上游流域的应用和原水可利用量。 研究方法采用描述性定量方法,采用地图数据、降雨数据、气候学数据和野外排放数据等数据收集技术。研究地点在Siak上游流域,即Tapung Kiri子流域。研究结果表明:1)GR2M模型可用于Tapung Kiri子流域,R2性能为0.41,解释满意;相关系数(R)为0.67,解释较强;效率系数(CE)为0.59,解释充分。基于GR2M模型数据的Siak Hulu流域饮用水可得性(Q99%)可靠流量为15.69 m3/s。
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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