Groundwater Recharge Estimation Using Water Budget and Water Table Fluctuation Method in the Jakarta Groundwater Basin

G. U. Nugraha, R. F. Lubis, H. Bakti, P. Hartanto
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引用次数: 2

Abstract

The Jakarta Groundwater Basin is one of the groundwater basins with the highest development, economic, and business activities in Indonesia. Groundwater damage has become a major growing issue in the Jakarta groundwater basin. Intensive development has led to the overuse of groundwater in this basin. Efforts are needed to manage, protect, and conserve groundwater in this basin to support the development and economic activities sustainably. Jakarta, as the capital city of Indonesia, is located in the groundwater basin. Groundwater sustainability is determined by the amount of groundwater recharge in those basins, so knowledge of groundwater recharge is important. Groundwater is an important part of a hydrological cycle, and groundwater recharge ensures groundwater sustainability in some areas. This study aims to estimate groundwater recharge in the Jakarta groundwater basin using the water budget and water table fluctuation method. The water budget method used is Thornthwaite, Dingman, and Edijatno-Michel. The Water Table Fluctuation methods used are Dellin and Delottier. Analysis of the amount of groundwater recharge estimation is carried out using the ESPERE Version 2 software. Output data is then further analyzed using descriptive and inferential statistical approaches to determine whether there is a difference in groundwater recharge amount based on the water budget and water table fluctuation. The results show that groundwater recharge based on water budget methods is 209–885 mm/year. The estimation of the largest amount of recharge was obtained using the Edijatno-Michel approach. The smallest amount of recharge was estimated using the Dingman-Hamon method. The average recharge of groundwater in Tanjung Priok is 305 mm/year, Kemayoran is 209 mm/year, and Bogor is 885 mm/year. Only 8–15 % of the annual rainfall that converted into groundwater recharge at the study area. Based on the analysis using the water table fluctuation method, groundwater recharge in this basin has a value of 240 mm/year. The variation of the amount of groundwater recharge is caused by the pros and cons of each method. Apart from that, geological factors, land use/land cover factors, and climatic variations in this basin can affect the research results. By considering the amount of groundwater recharge, groundwater management in the Jakarta groundwater basin needs to be carried out for harmonious development and groundwater conservation.
基于水量收支和水位波动法的雅加达地下水盆地地下水补给估算
雅加达地下水盆地是印度尼西亚发展、经济和商业活动最高的地下水盆地之一。地下水破坏已成为雅加达地下水盆地日益严重的一个主要问题。集约化开发导致了该流域地下水的过度使用。需要努力管理、保护和保存该流域的地下水,以支持可持续的发展和经济活动。雅加达作为印度尼西亚的首都,位于地下水盆地。地下水的可持续性取决于这些盆地的地下水回灌量,因此了解地下水回灌是很重要的。地下水是水文循环的重要组成部分,地下水补给保证了某些地区地下水的可持续性。本研究旨在利用水量收支法和地下水位涨落法对雅加达地下水盆地的地下水补给进行估算。使用的水预算方法是Thornthwaite, Dingman和Edijatno-Michel。所采用的水位涨落法是Dellin法和Delottier法。利用ESPERE Version 2软件对地下水回灌量估算进行了分析。然后,利用描述性和推断性统计方法进一步分析产出数据,以确定基于水收支和地下水位波动的地下水补给量是否存在差异。结果表明,基于水预算法的地下水补给量为209 ~ 885 mm/年。利用Edijatno-Michel方法估计了最大充电量。用Dingman-Hamon法估计最小的回灌量。丹戎不碌的地下水平均补给量为305 mm/年,凯马约兰为209 mm/年,茂物为885 mm/年。研究区年降雨量只有8 - 15%转化为地下水补给。根据地下水位波动法分析,该流域地下水补给量为240 mm/年。地下水回灌量的变化是由各种方法的优缺点引起的。此外,该流域的地质因素、土地利用/土地覆被因素、气候变化等都会影响研究结果。考虑到地下水的回灌量,需要对雅加达地下水盆地进行地下水管理,以实现协调发展和地下水保护。
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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