ANALISIS ALIRAN AIR TANAH DIBAWAH TURAP DENGAN UJI LABORATORIUM

WICAKSANA, SURYA PERDANA and Sarino, Sarino and Haki, Helmi (2013) ANALISIS ALIRAN AIR TANAH DIBAWAH TURAP DENGAN UJI LABORATORIUM. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_03081001040.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (33MB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (6MB)
	Text RAMA_22201_03081001040_0006095902_0003076103_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (5MB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (2MB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (5MB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (635kB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (298kB) | Request a copy
	Text RAMA_22201_03081001040_0006095902_0003076103_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (12MB) | Request a copy

Abstract

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.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Flowline analysis, sheetpile, pressure head
Subjects:	T Technology > TC Hydraulic engineering. Ocean engineering > TC801-978 Irrigation engineering. Reclamation of wasteland. Drainage
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	11 Jul 2023 06:59
Last Modified:	11 Jul 2023 06:59
URI:	http://repository.unsri.ac.id/id/eprint/115792

Actions (login required)

View Item