Analisis Neraca Air Subdas Sungai Asin Terhadap Ketersediaan dan Kebutuhan Air Tahun 2032 Desa Babadan Kabupaten Ponorogo Jawa Timur. (Water Balance Analysis of the Asin River Sub-basin Regarding Water Availability and Needs 2032 in Babadan Village, District Babadan, Ponorogo Regency, East Java).

Akbar, Muhamad Ikhsanul (2024) Analisis Neraca Air Subdas Sungai Asin Terhadap Ketersediaan dan Kebutuhan Air Tahun 2032 Desa Babadan Kabupaten Ponorogo Jawa Timur. (Water Balance Analysis of the Asin River Sub-basin Regarding Water Availability and Needs 2032 in Babadan Village, District Babadan, Ponorogo Regency, East Java). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Official URL: http://repository.untag-sby.ac.id

Abstract

The Sungai Asin has the benefit of channeling river water for the water needs of the Babadan Village community in the raw water sector, namely domestic and non-domestic water needs. So research has been carried out regarding water balance analysis in looking at the air balance between air availability and demand in the Sungai Asin Sub-basin. So the researchers have carried out an analysis of air availability which has been calculated using the F.J Mock method by entering rainfall data, potential evapotranspiration and watershed parameters to find the Q80% Andalan discharge value. From the results of the analysis carried out, it has been found that the reliable discharge value in January 2022 is 6.848 m3/sec and the results of calculating raw water requirements are 0.10299 m3/sec, so it can be concluded that the water balance value of the Sungai Asin Sub-basin in January 2022 is at surplus point. This calculation ended with an analysis of the value of water balance needs for the next 10 years, because he hoped that researchers would provide useful information regarding the potential for calculating the water balance of the Sungai Asin sub-basin. The following is a financial description of the air balance for 2032, January Q80 = 6.8477 m3/sec. Qwater demand = 0.10301 m3/sec (surplus), February Q80 = 9.4329 m3/sec. ), March Q80= 9,255m3/sec Qwater demand=0.10301m3/sec (surplus), April Q80= 10,627m3/sec Qwater requirement= 0.10301m3/sec (surplus), May to December with a value of Qwater requirement= 0 ,10301m3/sec with water availability Q80= 8.1339m3/sec, June Q80= 1.2859m3/sec, July Q80= 5.2956m3/sec, August Q80= 4,443m3/sec, September Q80= 3,964m3/sec, October Q80= 3.385m3/sec, November Q80= 4.8106m3/sec, December Q80= 6.5002m3/sec then the results of the water balance are at a sufficient level or surplus.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Water balance, raw water, water demand, water availability, Sungai Asin.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431800037 Muhamad Ikhsanul Akbar
Date Deposited: 15 Jul 2024 07:58
Last Modified: 16 Jul 2024 02:22
URI: http://repository.untag-sby.ac.id/id/eprint/30581

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