Article Per Year (5 Year)
p-Index From 2020 - 2025
0
P-Index
This Author published in this journals
All Journal JURNAL KARYA TEKNIK SIPIL
Sri Eko Wahyuni
Jurusan Teknik Sipil FT. UNDIP Jl. Prof. Soedarto SH. Tembalang, Semarang 50275
Civil Engineering, Building, Construction & Architecture

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
PERENCANAAN CHECK DAM SUNGAI DAWE KUDUS Adibatul Mustaanah; Nur Pinandoyo; Sugiyanto Sugiyanto; Sri Eko Wahyuni
Jurnal Karya Teknik Sipil Volume 2, Nomor 3, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (413.505 KB)

Abstract

Juana river’s located in two administrative regions Kudus and Pati had superficial. This is because the slope of the river is quite gentle and the level of environmental degradation in the watershed (DAS) Juana river’s have increased. Based on these conditions, it is necessary to plan the construction of sediment control (check dams) to reduce sedimentation along the river and optimize the function of the Juana river’s. Planning is performed on Dawe river’s ,the branch of Juana river’s. From the calculation results obtained 7 m high main dam, main dam foundation depth of 2,8 m, width of crest main dam 32 m, the water level above the crest 1,60 m, high freeboard 0,6 m, thick of main dam crest wing 2 mand capacity of sediments for 20.851,063  m³. The total cost needed to build the check dam Dawe river’s is Rp. 6.511.846.000,00 already includes VAT and 23 weeks old craftsmanship.
PERENCANAAN PEMBANGKIT LISTRIK TENAGA MIKROHIDRO (PLTMH) KARANGTALUN, KABUPATEN TEMANGGUNG Rahmat Ramadhany Aprilianto; Achmad Fungkas; Sri Eko Wahyuni; Suharyanto Suharyanto
Jurnal Karya Teknik Sipil Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1402.455 KB)

Abstract

Generally in remote rural areas, especially in the Temanggung regency Karangtalun are difficult to reach PLN's electrical supply but have the potential for huge energy of river water, then it can be utilized by the construction of Pembangkit Listrik Tenaga Mikrohidro (PLTMH) for rural electricity needs can be fulfilled with the population evenly so that no society can not feel the electricity in the place they live in this modern era. In areas that are Logung river on the border between Kendal and Temanggung regency that have the potential of water (Q) of 1,30 m3/sec with a 15 m high waterfall. Then it can generate power for the turbine at 137,85 Kw with the type of cross flow turbine capable to power in the Karangtalun as many as 153 homes. The costs incurred for the development of Pembangkit Listrik Tenaga Mikrohidro (PLTMH) Karangtalun Rp. 11.859.530.000,00 with construction work for 91 weeks.
PERENCANAAN BENDUNGAN MANONJAYA KABUPATEN TASIKMALAYA, JAWA BARAT Muhammad Qorib Hidayat; Kalih Amanis Shofa; Sri Eko Wahyuni; Suseno Darsono
Jurnal Karya Teknik Sipil Volume 2, Nomor 3, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (482.588 KB)

Abstract

Increasing water demand is caused of increasing population at Tasimalaya Regency, inversely with water supply to that area. This problem is solved by constructing a reservoir located in Tasikmalaya regency, West Java that is the Manonjaya Dam. Manonjaya Dam is a earthfill dam with a vertical core which is built at Citanduy River with 590.422 km2 of catchment area. This aims of dam to fulfill public water supply and irrigation at Tasimalaya Regency. Manonjaya Dam is designed with 100 years of return period with inflow discharge valued 513.9 m3/second. Manonjaya Dam is designed 23.5 meters of height, with 3,9 million cubic meters of capacity. The dam has equipped with 3,5 meters of diameter outlet pipe, spillway with 30 meters of width, and USBR III of  stilling basin. Construction cost of Manonjaya Dam is around 154 billion Rupiahs with scheduled for 33 weeks.
Co-Authors Achmad Fungkas Adibatul Mustaanah Kalih Amanis Shofa Maemonah, Maemonah Muhammad Qorib Hidayat Nur Pinandoyo Rahmat Ramadhany Aprilianto Sugiyanto Sugiyanto Suseno Darsono