Ditemukan 16550 dokumen yang sesuai dengan query
Kuiper, Edward
London : Butterworth, 1967
333.912 KUI w
Buku Teks Universitas Indonesia Library
James, L. Douglas (Leonard Douglas)
New York: McGraw-Hill, 1971
333.91 JAM e
Buku Teks Universitas Indonesia Library
Grigg, Neil S.
New York: McGraw-Hill, 1985
333.91 GRI w
Buku Teks Universitas Indonesia Library
Goodman, Alvin S.
Englewood Cliffs, NJ: Prentice-Hall, 1984
333.911 GOO p
Buku Teks Universitas Indonesia Library
Linsley, Ray K.
New York : McGraw-Hill, 1979
627 LIN w
Buku Teks Universitas Indonesia Library
New York : McGraw-Hill, 1992
627 WAT
Buku Teks Universitas Indonesia Library
Mays, Larry W.
Hoboken, NJ: John Wiley & Sons, 2011
627 MAY w
Buku Teks Universitas Indonesia Library
Goodman, Alvin S.
"Summary:
Valuable as both a classroom text as well as a self-study guide, this reference presents various useful concepts and methodologies of infrastructure planning. It provides various tools, analysis techniques, and case studies required to upgrade and maintain infrastructure in the USA as well as rest of the world"
New York, NY: McGraw-Hill, 2015
363.6 GOO i
Buku Teks Universitas Indonesia Library
Reston, Va. : American Society of Civil Engineers, 1998
333.911 50 CON
Buku Teks Universitas Indonesia Library
"
ABSTRAKWater loss in a channel is an important component of the hydrologic budget for the design and planning of a water diversion and delivery system. Quantitative assessment of channel losses is required in the calculations of flow components of a river basin or reach and the projections of design flows at the withdrawal and delivery points of the water diversion system. In this study, hydrologic methods are employed to determine water losses along the Sheyenne River, a proposed diversion project. The hydrologic budget approach is considered the most appropriate method for the Sheyenne River and the proposed project. Long-term, monthly average, and annual channel losses and their longitudinal distributions are obtained. The estimated losses can be used as the additional discharge, compensating for the losses in the water delivery and supply system."
Washington: American Society of Civil Engineering, 2018
624 JWRPM
Majalah, Jurnal, Buletin Universitas Indonesia Library