STUDY OF OPTIMIZATION OF CLEAN WATER DISTRIBUTION IN PIPELINE NETWORK DEVELOPMENT WORK JATIREJO VILLAGE
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Institusion
Universitas Darul ulum
Author
ARI WIJAYANTO, BANGUN
Subject
HG Finance
Datestamp
2021-10-16 14:08:47
Abstract :
The condition of existing reservoirs from sources in Jatirejo village is still sufficient for clean water needs in the service area in the future, however service coverage is still around 30% of the total population in each the hamlet that is served, even though the existing tendon capacity is still capable serve a larger population. With Conditions above Pamsimas village Jatirejo hopes that there will be efforts to optimize and develop distribution clean water from existing tendons so that more people are served and equally. The process of collecting data was carried out by field survey methods and Interviews with relevant institutions and villagers, to obtain primary and secondary data, where primary data includes reservoir discharge capacity, existing conditions and documentation, for secondary data includes the number of residents and public facilities. After the data is obtained, the analysis method is carried out to find the optimal discharge of water needs. From the analysis that has been carried out in this study, it is expected that the number of existing debits is 2,301 liters/second, and the addition of SR (House Channels) of 402 units with distribution of hamlets tumapel and randegan 100% and Jatirejo 86%, for the entire discharge hamlets in Jatirejo obtained 3,754, to overcome the need for additional volume reservoir to 18.75 m3 which was originally 11.475 m3.
The condition of existing reservoirs from sources in Jatirejo village is still sufficient for clean water needs in the service area in the future, however service coverage is still around 30% of the total population in each the hamlet that is served, even though the existing tendon capacity is still capable serve a larger population. With Conditions above Pamsimas village Jatirejo hopes that there will be efforts to optimize and develop distribution clean water from existing tendons so that more people are served and equally. The process of collecting data was carried out by field survey methods and Interviews with relevant institutions and villagers, to obtain primary and secondary data, where primary data includes reservoir discharge capacity, existing conditions and documentation, for secondary data includes the number of residents and public facilities. After the data is obtained, the analysis method is carried out to find the optimal discharge of water needs. From the analysis that has been carried out in this study, it is expected that the number of existing debits is 2,301 liters/second, and the addition of SR (House Channels) of 402 units with distribution of hamlets tumapel and randegan 100% and Jatirejo 86%, for the entire discharge hamlets in Jatirejo obtained 3,754, to overcome the need for additional volume reservoir to 18.75 m3 which was originally 11.475 m3.
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