Theoretical Framework of Urban Water Security In Indonesia

J. E. Wuysang, R. W. Triweko, D. Yudianto
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引用次数: 1

Abstract

For years cities in Indonesia have experienced massive urban and economic developments which involvedconversion of land to economic areas and human settlements. These cause some cities in Indonesia to face critical condition isproviding clean waters and services of urban sanitation. As a consequence of clean water demand, industries and householdexplore ground water as a source of clean water. Over abstraction of ground water has impacted declining of groundwater tableand land subsidence. Due to the problems that have been created by aspects above, it is necessary to acquire a frameworkdealing with the complexity of urban water problems in Indonesian cities that could explain the urban water security, and tobe used to monitor and evaluate the progress of the cities in improving their urban water services. This paper is describing thedimensions that give affects to urban water security with their phenomena and problems in Indonesian cities and build thetheoretical framework of urban water security. The result of this research is a theoretical framework of urban water security,consists of five key dimensions of urban water security, such as: Water Supply Management, Stormwater Management,Wastewater Management, Groundwater Management and Solid Waste Management.
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印度尼西亚城市水安全的理论框架
多年来,印度尼西亚的城市经历了大规模的城市和经济发展,其中包括将土地转为经济区和人类住区。这使得印度尼西亚的一些城市在提供清洁水和城市卫生服务方面面临着严峻的问题。由于对清洁水的需求,工业和家庭将地下水作为清洁水的来源。地下水的过度抽取影响了地下水位的下降和地面沉降。由于上述方面造成的问题,有必要获得一个框架来处理印度尼西亚城市水问题的复杂性,这个框架可以解释城市水安全,并用于监测和评估城市在改善城市水服务方面的进展。本文描述了影响印尼城市水安全的维度及其存在的现象和问题,构建了城市水安全的理论框架。研究结果构建了城市水安全的理论框架,包括供水管理、雨水管理、废水管理、地下水管理和固体废物管理五个城市水安全的关键维度。
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RETRACTION NOTE TO: ASSESSING SEISMIC SOIL LIQUEFACTION POTENTIAL USING MACHINE LEARNING APPROACH EFFECT OF ADDITION OF CaO ON COMPRESSIVE STRENGTH OF HIGH-VOLUME FLY ASH CONCRETE EDITORIAL SCOPE – WASTE MANAGEMENT AND RECYCLING MATLAB PROGRAM FOR RATING SOILS BASED ON ENGINEERING BEHAVIOURS NONLINEAR LATERAL RESPONSE OF PILE GROUP IN CLAY USING THE MODIFIED CAM CLAY SOIL MODEL
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