| dc.identifier.citation | Budinetro, H. S., S. Rahayu., 2010. Polder Banger Solusi Penanggulangan Banjir di Semarang. Prosiding Seminar Nasional dan Workshop“Pengelolaan Sungai Terpadu Menghadapi Perubahan Iklim”. Center for River Basin Organizations and Management, Solo, Central Java, Indonesia. Budinetro, H. S., Sri, R., T. A. Praja., A. Taufiq., D. Kusnadi., dkk. 2011. Strategi Pengendalian Banjir Kota Semarang, Jurnal Sumber Daya Air Vol. 8. No. 2. Bandung DeGarmo, P.E., J. R. Canada, W. G. Sulilivan, 1979. Engineering Economy. New York:Macmillan Publishing Co., Inc. Gupta, B. L. 1979. Water Resources Engineering & Hydrology. Delhi: Standart Publisher Distribution. Linsley, R. K., J. B. Franzini., 1972. Water Resources Engineering. MacGraw-Hill Book Company, New York. Mondale, H., H. S. Budinetro. 2010. The Banger Polder in Semarang. CRBOM Small Publications Series No. 16, Center for River Basin Organizations and Management, Solo, Central Java, Indonesia (publised on the internet and promoted via CRBOM’s network) Peters, R. 2012. Factors that Contribute to Effective Dutch-funded for International Water Project (A case study of Banger Pilot Project in Semarang, Indonesia)”, Thesis for Master Degree. Business Administration International Management, University of Twente The Netherlands (unpublished) Sawarendro. 2010. Sistem Polder & Tanggul Laut: Penanganan banjir secara madani di Jakarta.ILWI (Indonesia Land Reclamation and Water Management Institute), Jogyakarta. Simonovic, S. P. 2009. Managing Water Resources-Methods and tools for a Systems Approach.UNESCO Publishing. London. | en_US |
| dc.description.abstract | The Banger area is named after the main channel in the area: the Kali Banger. The area are located in low land areas
near the coastal, and are expossed to be flood/inundationcaused by sea water level, poor drainage and escalated with
land subsidence. The polder concept has been identified as a suitable solution for the problems. The Polder system
requires an integrated approach in some technical aspects and economic prespective, such as defining the safety level,
the water level to be controlled. So the size of retention basin and pump capacity can be determined, since all these
aspects are related to each other. And these will influence to the O&M costs and reduction of damage. Based on the
analysis (Net Present Value) of (additional) investment costs, O&M costs and reduction of damage, the optimal safety
level has been determined on T10. | en_US |
