A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PLANNING SUPPORT BUILDINGS IN THE TISSUES IRRIGATION STEMS ANAI PHASE II DISTRICT THE PADANG PARIAMAN
Irrigation is an effort to obtain water using buildings and channel for agricultural purposes.The Irrigation Shaft Mounds (13.604 ha) is an Irrigation Area in West Sumatra that wasimplemented in phases where phase I (6,575 Ha) have been completed and the remainingphase II covering 6.840 Ha. The purpose of this writing is to analyze the needs of water inthe rice fields with the availability of water in the irrigation area of the Shaft Mounds Andthe plane complementary building along irrigation canals. Data - data that are needed inwriting is obtained through, observation ( direct observation ), consultation, literature( review of pustaka ). Debit calculation method using Mock F.J. mainstay, for 10 years,from the year 2002 to the year 2011. Based on water balance graph can be recommended:the alternative clean water needs looks I in the rice fields of maximum (Net RequirementField/N.F.R) for 0,783 ltr/sec/ha, the primary Building dimensions Results obtained with avalue of 1.50 m (b), (h) 0.80 m, (w) 0.20 m, (m) 1.5 m. Skunder Building (b) 0.70 m, 0.04m (h), (w) 0.20 m, (m) 1 m. Building tertiary ( b ) 0,55 m, ( h ) 0,37 m, ( d ) 0,40 m, ( m ) 1m. meanwhile support buildings there are: building for listening device by one location,building taps with seven locations, building plunge 1 location, building gutters a ( 1 )where, building culverts 14 locations.Keywords: The Irrigation Network, The Calculation Of The Discharge Channel,Dimensions, Dimensions Of The Building
PLANNING SUPPORT BUILDINGS IN THE TISSUES IRRIGATION STEMS ANAI PHASE II DISTRICT THE PADANG PARIAMAN
Irrigation is an effort to obtain water using buildings and channel for agricultural purposes.The Irrigation Shaft Mounds (13.604 ha) is an Irrigation Area in West Sumatra that wasimplemented in phases where phase I (6,575 Ha) have been completed and the remainingphase II covering 6.840 Ha. The purpose of this writing is to analyze the needs of water inthe rice fields with the availability of water in the irrigation area of the Shaft Mounds Andthe plane complementary building along irrigation canals. Data - data that are needed inwriting is obtained through, observation ( direct observation ), consultation, literature( review of pustaka ). Debit calculation method using Mock F.J. mainstay, for 10 years,from the year 2002 to the year 2011. Based on water balance graph can be recommended:the alternative clean water needs looks I in the rice fields of maximum (Net RequirementField/N.F.R) for 0,783 ltr/sec/ha, the primary Building dimensions Results obtained with avalue of 1.50 m (b), (h) 0.80 m, (w) 0.20 m, (m) 1.5 m. Skunder Building (b) 0.70 m, 0.04m (h), (w) 0.20 m, (m) 1 m. Building tertiary ( b ) 0,55 m, ( h ) 0,37 m, ( d ) 0,40 m, ( m ) 1m. meanwhile support buildings there are: building for listening device by one location,building taps with seven locations, building plunge 1 location, building gutters a ( 1 )where, building culverts 14 locations.Keywords: The Irrigation Network, The Calculation Of The Discharge Channel,Dimensions, Dimensions Of The Building
PLANNING SUPPORT BUILDINGS IN THE TISSUES IRRIGATION STEMS ANAI PHASE II DISTRICT THE PADANG PARIAMAN
Erianto, Guntur (author) / Anif, Bahrul (author) / Naumar, Afrizal (author)
2013-09-11
Abstract of Undergraduate Research, Faculty of Civil and Planning Engineering, Bung Hatta University; Vol. 2 No. 2 (2013): Jurnal Jurusan Teknik Sipil UBH ; JURNAL TEKNIK SIPIL DAN PERENCANAAN; Vol 2 No 2 (2013): Jurnal Jurusan Teknik Sipil UBH
Article (Journal)
Electronic Resource
English
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