Hydraulic design of Embung Facei in North Ternate

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dc.contributor.advisor Yudianto, Doddi
dc.contributor.advisor Rusli, Steven Reinaldo
dc.contributor.author Leesander, Joshua Dave
dc.date.accessioned 2019-08-19T03:30:43Z
dc.date.available 2019-08-19T03:30:43Z
dc.date.issued 2018
dc.identifier.other skp37260
dc.identifier.uri http://hdl.handle.net/123456789/8922
dc.description 6387 - FTS en_US
dc.description.abstract In order to deal with the groundwater crisis problem in the following years, countermeasure of constructing Embung Facei in North Ternate is required, specifically to recharge the aquifer for conservation purpose and to support daily domestic needs. The first step is to start with water availability analysis for knowing how much water can be conserve and how much excess water that can be used to supporting domestic water needs. Based on standard, Embung Facei is designed with 100 return period, and for the result, Embung Facei has 5.85-meter height, including 0.75-meter of freeboard and it has capacity to store 41,801 m3 of rain water and sediment. Meanwhile the spillway has 5.1-meter height with 6-meter width, and for the distribution pipe will be installed on elevation 57.91 meter above mean sea level or 1.21-meter height from the lowest reservoir floor. In addition, the unused water in Embung Facei catchment area is 0.065 l/sec and will be supplied on wet season only, which can support 1.429% level of service in public hydrant water demand in 2025. en_US
dc.language.iso en en_US
dc.publisher Program Studi Teknik Sipil Fakultas Teknik - UNPAR en_US
dc.subject Embung Facei en_US
dc.subject North Ternate en_US
dc.subject groundwater crisis en_US
dc.subject counter measure en_US
dc.subject level of service en_US
dc.title Hydraulic design of Embung Facei in North Ternate en_US
dc.type Undergraduate Theses en_US
dc.identifier.nim/npm NPM2014410149
dc.identifier.nidn/nidk NIDN0419077701
dc.identifier.nidn/nidk NIDN0402079102
dc.identifier.kodeprodi KODEPRODI610#Teknik Sipil

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