UNIVERSITAS BINA DARMA, UNIVERSITAS BINA DARMA UNIVERSITAS BINA DARMA - TEKNIK - TEKNIK SIPIL - MEKANIKA TANAH I - PENGUKURAN DAYA REMBESAN DALAM TANAH. UNIVERSITAS BINA DARMA.
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PER 11 PART 3_Pengukuran daya rembesan(2019-2020)_UNIVERSITAS BINA DARMA.pdf Download (409kB) | Preview |
Abstract
In small scale, water flow through inter-particle pores. However, in a larger scale, it could be assumed that the water flow through a straight line. The average velocity of water flow in soil is called seepage velocity (v): Assuming 2 D case where n is porosity 4 Kecepatan aliran dalam tanah Av q v' = Av=n A n v n A q v' =
| Item Type: | Other |
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Mr Edi Surya Negara |
| Date Deposited: | 13 Feb 2022 08:13 |
| Last Modified: | 13 Feb 2022 08:13 |
| URI: | http://eprints.binadarma.ac.id/id/eprint/4854 |
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