DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE
<p align="justify">Increased food sources in the Papua region require potential new land for agricultural land. The planning of the Senggi irrigation network requires detailed analysis. The making of the Senggi irrigation network utilizes the PUU river which has a water catchment are...
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id-itb.:275592018-09-24T11:19:06ZDESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE SARAGIH - NIM : 15814010 , GLORIANA Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/27559 <p align="justify">Increased food sources in the Papua region require potential new land for agricultural land. The planning of the Senggi irrigation network requires detailed analysis. The making of the Senggi irrigation network utilizes the PUU river which has a water catchment area of 161 Km2. The area of service that is capable of being irrigated by the area of water catchment and rainfall in the area is 1375 Ha, with a maximum discharge of 8.43 m3 / second. The planned Keerom Dam is at the coordinates X = 478969.994, and Y = 9618915.518. The analysis of the update carried out was focused on the distribution of water needed by the Senggi irrigation area, namely by using the SWMM software (Storm Water Management Model). Based on the results of the capacity simulation using this software, the depth of the primary channel is 1.5 meters, with varying channel dimensions, the shape of the carrier channel is trapezoid, flow velocity, and the flow profile that will flow on the channel. <p align="justify"> text |
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<p align="justify">Increased food sources in the Papua region require potential new land for agricultural land. The planning of the Senggi irrigation network requires detailed analysis. The making of the Senggi irrigation network utilizes the PUU river which has a water catchment area of 161 Km2. The area of service that is capable of being irrigated by the area of water catchment and rainfall in the area is 1375 Ha, with a maximum discharge of 8.43 m3 / second. The planned Keerom Dam is at the coordinates X = 478969.994, and Y = 9618915.518. The analysis of the update carried out was focused on the distribution of water needed by the Senggi irrigation area, namely by using the SWMM software (Storm Water Management Model). Based on the results of the capacity simulation using this software, the depth of the primary channel is 1.5 meters, with varying channel dimensions, the shape of the carrier channel is trapezoid, flow velocity, and the flow profile that will flow on the channel. <p align="justify"> |
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Final Project |
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SARAGIH - NIM : 15814010 , GLORIANA |
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SARAGIH - NIM : 15814010 , GLORIANA DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
author_facet |
SARAGIH - NIM : 15814010 , GLORIANA |
author_sort |
SARAGIH - NIM : 15814010 , GLORIANA |
title |
DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
title_short |
DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
title_full |
DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
title_fullStr |
DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
title_full_unstemmed |
DESIGN OF IRRIGATION NETWORK OF SENGGI IRRIGATION AREA OF KEEROM DISTRICT PAPUA PROVINCE |
title_sort |
design of irrigation network of senggi irrigation area of keerom district papua province |
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