Skripsi

PERENCANAAN PINTU AIR DAN RUMAH POMPA SEBAGAI BANGUNAN PENGENDALI BANJIR DI HILIR SUNGAI KEDUKAN

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Penilaian

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Kedukan river is a river which has 3,285 KM for the length. The downstream area connects directly with Musi River, so the water surface profil of Kedukan River is impacted with flux of Musi River. In Kedukan Riverbank often occurs outburst flood. Beside the flux factor, there are another factor such as silting river and high rainfall factors. The study will plan flood mitigation buildings. They are sluice* and pumping house* which will implemented in the downstream of Kedukan river. The purpose of the mitigation buildings are to restrain the water flux which is ftom Kedukan River, and pump the overflow when high rainfall is apparently in rainy season. The river is modeled in HEC-RAS version 5.0. to get the water surface profile. The hydrology analysis is using SCS Methode. The flux water occurs around two week by using Water Level Logger. Maximum precipitation, based on the calculation is 76,906 m3/s. The height of the sluice assigns 3,2 m and the result of sluice width is 3,2 m, while the pump is using KPL pump which produce by Grundffos company. It is usually used as flood mitigation with 1000 m3 capacity.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1607001137	T13045	T1304592016	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1304592016

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2016

Collation

xiv, 92 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

627.407

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Pintu air - pengendali banjir

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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