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OPTIMASI HIDROGRAF SATUAN SINTETIS GAMA 1, LIMANTARA, DAN SNYDER TERHADAP HIDROGRAF TERUKUR SUNGAI LAMBIDARO DI KOTA PALEMBANG SUMATERA SELATAN

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Penilaian

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The Lambidaro River extends significantly until it converges with the Gasing Darat River in the expansive swamp area of Gandus, Palembang City, covering a total watershed area of 64.73 km². This river is part of the drainage system comprising nineteen sub-systems within Palembang City. This study focuses on the watershed (DAS) of the Lambidaro River. The Synthetic Unit Hydrograph (SUH) was optimized using the Solver program, with physical parameter analysis of the sub-watershed conducted through ArcGIS. It was assumed that rainfall was uniformly distributed across the Lambidaro watershed. Based on the comparison between the synthetic and observed unit hydrographs, it was concluded that the Gama I SUH model most closely approximates the Measured Unit Hydrograph (MUH) in terms of peak discharge (Qp) and time to peak (Tp). Prior to calibration, Gama I showed an average deviation of 0.68% for Qp and 0.80% for Tp. After calibration using Solver, the calibrated multiplier coefficients for Gama I resulted in a peak time of 1.66 hours and a peak discharge of 3.48 m³/s.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507002736	T172712	T1727122025	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1727122025

Publisher

: Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2025

Collation

xv, 75 hlm.; ill.; tab.; 29 cm.

Language

Indonesia

ISBN/ISSN

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Classification

624.07

Content Type

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Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Sipil

Specific Detail Info

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Statement of Responsibility

EM

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