PLANNING OF KALIBOKOR CHANNEL DIMENSIONS USING SOIL RETAINING WALLS CORRUGATED CONCRETE SHEET PILE (CCSP)
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Institusion
Universitas Darul ulum
Author
Fath, Ramadhon
Subject
TA Engineering (General). Civil engineering (General)
Datestamp
2022-10-01 07:27:41
Abstract :
Kalibokor Channel is one of the primary channels in East Surabaya. The purpose of this study was to find the normal dimensions of the Kalibokor channel and how many dimensions of the CCSP to be planned in the Kalibokor channel. The data required includes topographic map data and the site plan of the Kalibokor Channel, rain data for 2012-2021 at the 3 closest stations, namely Keputih, Wonorejo, and Gubeng Stations. SNI 02-2406-1991 is a reference for channel dimensions. The next data needed is soil data at the Kalibokor Channel point. From the calculation results obtained for the Existing discharge of 5.093 m3/sec. And the channel dimension analysis obtained V = 1.50 meters/second, b1 = 15 meters, b2 = 15 meters, h = 5.60 meters, I = 13.070mm/hour, Guard Height = 0.50 meters. The retaining wall used is CCSP W 400 TYPE A (Right Side of Kalibokor Channel) & CCSP W 325 TYPE A (Left Side of Kalibokor Channel) and the required cost is Rp. 5.366.6333.931,-
Kalibokor Channel is one of the primary channels in East Surabaya. The purpose of this study was to find the normal dimensions of the Kalibokor channel and how many dimensions of the CCSP to be planned in the Kalibokor channel. The data required includes topographic map data and the site plan of the Kalibokor Channel, rain data for 2012-2021 at the 3 closest stations, namely Keputih, Wonorejo, and Gubeng Stations. SNI 02-2406-1991 is a reference for channel dimensions. The next data needed is soil data at the Kalibokor Channel point. From the calculation results obtained for the Existing discharge of 5.093 m3/sec. And the channel dimension analysis obtained V = 1.50 meters/second, b1 = 15 meters, b2 = 15 meters, h = 5.60 meters, I = 13.070mm/hour, Guard Height = 0.50 meters. The retaining wall used is CCSP W 400 TYPE A (Right Side of Kalibokor Channel) & CCSP W 325 TYPE A (Left Side of Kalibokor Channel) and the required cost is Rp. 5.366.6333.931,-
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