Skripsi

ANALISIS ALIRAN AIR TANAH DIBAWAH TURAP DENGAN UJI LABORATORIUM

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Penilaian

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Sheet pile is construction that aims to hold soil to prevent landslides and exalt the natural slope of the soil. The purpose of this research is to discuss, the corelation between the depth of the sheet pile and the flow line, the corelation between the depth of sheet pile with the velocity, and the corelation between depth of sheet pile and pressure head. In this research also control the water seepage calculation using the Bligh and Lane method that aims to determine whether there is scouring sand on the behind of the sheet pile. The result of first sand calculation (medium sand) say that the flowline, velocity and the pressure head bigger than the second sand (fine sand). The result of the first sand which the depth of sheet pile is 9 cm show that flowline value is 36 cm, the velocity is 2,09 cm/s, and the pressure head is 6 cm, whereas for the second sand the result shows that flowline value is 28,5 cm. The velocity is 1,95 cm/s and the pressure head is 3,2 cm.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1407000736	T115792	T1157922013	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1157922013

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2013

Collation

xiv, 56 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

621.260 7

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Air tanah - aliran

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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