Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur

Water availability is a crucial factor that must be considered in the planning and management of irrigation systems. This study aims to determine water requirements based on a proposed rice–rice–secondary crops cropping pattern in the Oepunu Irrigation Area. This irrigation area encompasses 111 hect...

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Main Authors: Maria Faustina Vini Creata, Judi K. Nasjono, Elia Hunggurami
Format: Article
Language:English
Published: Direktorat Bina Teknik Sumber Daya Air 2025-05-01
Series:Jurnal Sumber Daya Air
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Online Access:https://jurnalsda.pusair-pu.go.id/index.php/JSDA/article/view/895/576
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author Maria Faustina Vini Creata
Judi K. Nasjono
Elia Hunggurami
author_facet Maria Faustina Vini Creata
Judi K. Nasjono
Elia Hunggurami
author_sort Maria Faustina Vini Creata
collection DOAJ
description Water availability is a crucial factor that must be considered in the planning and management of irrigation systems. This study aims to determine water requirements based on a proposed rice–rice–secondary crops cropping pattern in the Oepunu Irrigation Area. This irrigation area encompasses 111 hectares of functional land and 20 hectares of potential land, with the current cropping pattern being rice–secondary crops. To ensure sufficient water supply, a study is necessary to design an effective cropping pattern. This research employed the Modified Penman method to calculate evapotranspiration, the F.J. Mock method to estimate dependable discharge, and direct streamflow measurements. The dependable discharge obtained ranges from 1,02 to 8,38 m³/s. The average discharge from direct measurements during the dry season (May-II to July-II) was 0,26 m³/s. The irrigation water requirements for the alternative cropping patterns are as follows: Alternative I ranges from 0,02–0,32 m³/s, Alternative II from 0,03–0,30 m³/s, and Alternative III from 0,03–0,24 m³/s. Based on the calculations, the maximum irrigable land area is 316.49 hectares for Alternative I, 274.95 hectares for Alternative II, and 948.87 hectares for Alternative III. These figures exceed the available land area, indicating that the selection of a cropping pattern must be based on the planned discharge derived from both irrigation water requirement calculations and field measurements. The planned discharge values are 0,32 m³/s for Alternative I, 0,30 m³/s for Alternative II, and 0,24 m³/s for Alternative III. Based on these planned discharge values, the most suitable cropping pattern is Alternative III, with a planned discharge of 0,24 m³/s and measured available discharge of 0,26 m³/s.
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spelling doaj-art-5cffe48e201048e5a09369efb16b32682025-08-20T02:04:58ZengDirektorat Bina Teknik Sumber Daya AirJurnal Sumber Daya Air2548-494X2025-05-01211114https://doi.org/10.32679/jsda.v21i1.895Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban TimurMaria Faustina Vini Creata0Judi K. Nasjono1Elia Hunggurami2Universitas Nusa CendanaUniversitas Nusa CendanaUniversitas Nusa CendanaWater availability is a crucial factor that must be considered in the planning and management of irrigation systems. This study aims to determine water requirements based on a proposed rice–rice–secondary crops cropping pattern in the Oepunu Irrigation Area. This irrigation area encompasses 111 hectares of functional land and 20 hectares of potential land, with the current cropping pattern being rice–secondary crops. To ensure sufficient water supply, a study is necessary to design an effective cropping pattern. This research employed the Modified Penman method to calculate evapotranspiration, the F.J. Mock method to estimate dependable discharge, and direct streamflow measurements. The dependable discharge obtained ranges from 1,02 to 8,38 m³/s. The average discharge from direct measurements during the dry season (May-II to July-II) was 0,26 m³/s. The irrigation water requirements for the alternative cropping patterns are as follows: Alternative I ranges from 0,02–0,32 m³/s, Alternative II from 0,03–0,30 m³/s, and Alternative III from 0,03–0,24 m³/s. Based on the calculations, the maximum irrigable land area is 316.49 hectares for Alternative I, 274.95 hectares for Alternative II, and 948.87 hectares for Alternative III. These figures exceed the available land area, indicating that the selection of a cropping pattern must be based on the planned discharge derived from both irrigation water requirement calculations and field measurements. The planned discharge values are 0,32 m³/s for Alternative I, 0,30 m³/s for Alternative II, and 0,24 m³/s for Alternative III. Based on these planned discharge values, the most suitable cropping pattern is Alternative III, with a planned discharge of 0,24 m³/s and measured available discharge of 0,26 m³/s. https://jurnalsda.pusair-pu.go.id/index.php/JSDA/article/view/895/576cropping patternswater availabilitywater requirementf. j. mockpenman modification
spellingShingle Maria Faustina Vini Creata
Judi K. Nasjono
Elia Hunggurami
Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
Jurnal Sumber Daya Air
cropping patterns
water availability
water requirement
f. j. mock
penman modification
title Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
title_full Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
title_fullStr Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
title_full_unstemmed Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
title_short Optimalisasi Pola Tanam Berdasarkan Ketersediaan Air di Daerah Irigasi Oepunu Desa Billa Kecamatan Amanuban Timur
title_sort optimalisasi pola tanam berdasarkan ketersediaan air di daerah irigasi oepunu desa billa kecamatan amanuban timur
topic cropping patterns
water availability
water requirement
f. j. mock
penman modification
url https://jurnalsda.pusair-pu.go.id/index.php/JSDA/article/view/895/576
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