Hary Budieny
Jurusan Teknik Sipil FT. UNDIP Jl. Prof. H. Soedarto, SH. Tembalang, Semarang 50275

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PENATAAN KANAL BANJIR TIMUR SEMARANG Krisma Adijaya; Wisnu Prianto; Suripin Suripin; Hary Budieny
Jurnal Karya Teknik Sipil Volume 4, Nomor 4, Tahun 2015
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Semarang has two major channels namely Kanal Banjir Timr (KBT) and the Kanal Banjir Barat (KBB). KBT is a canal that functioned as a flood control of the eastern city of Semarang. The existing condition of KBT is no longer able to accommodate the existing flood discharge. At the end of March 2015, KBT overflowed and inundated the residential areas around it. The decrease capacity of KBT are caused by the high of sedimentation, isn’t appropriate river space, and garbage. Therefore, proper handling efforts are needed to improve KBT. The aim of this study is to design a plan of KBT. The concept of river restoration considers not only hydraulic aspect, but also environment around the river (Maryono, 2007). The design of KBT is divided into three steps, first step is hydrology analysis, second step is hydraulics analysis and the third is the step of design. The aim of hydrological analysis is to determine the flood discharge with the HSS Gama I method. The aim of hydraulics analysis is to determine the dimension of the KBT that able to accommodate the flood discharge using HEC-RAS software. The third step is to create a landscape designs of KBT space area and estimate the cost needed. Based on this study, the proposed discharge Q 50-year is 518.29 m3/sec. To accommodate the discharge the demension of KBT is enlarged from 21.2 m to 23 m at the upstream, from 35.7 m to 40 m at the middle stream and from 55.4 m to 65 m at the downstream. In the border area and the banks of the canal changes into green space area, parks and sports facilities area. Total costs required to implement them is Rp . 118,848,568,000.00 (A Hundred Eighteen Billion Eight Hundred Forty Eight Million Five Hundred Sixty Eight Thousand Rupias).
PERENCANAAN EKO-DRAINASE KAWASAN PERUMAHAN TEMBALANG PESONA ASRI – SEMARANG Aji Aflakhi; Venni Budi Cahyani; Dwi Kurniani; Hary Budieny
Jurnal Karya Teknik Sipil Volume 3, Nomor 2, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

As the construction rapidly growing in Indonesia, it causes the land decreasing that can be used to absorb water. This phenomenon will cause an often flood in rainy season and drought in dry season. On the other side, the degradation of land infiltrations as the effect of the changing  of environment. Before the development of the area, the studied area contributes of flow by 0,167 m3/s and volume of run-off equal to 601,2 m3. After theconstruction of Tembalang Pesona Asri regency , the post-development peak of flow and run-off volume increase to 0,573 m3/s and 2061,8 m3. Eco-drainage is defined as efforts to manage the excess of rainfall water by infiltrating into the ground as much as possible or flowing naturally into the river without exceeding the capacity of the river before. Eco-drainage facilities that offeredin this final task included infiltration wells,  and bioretention cell. To restore the flow and volume of runoff around the pre-construction condition, the minimum eco-drainage facilities need 177 units of infiltration wellswith diameter size dimension  of 1,5m depth of 3m, 1300 m2 of bioretention cell which 560 m2 located in Blok R and 740 m2 in Blok A. The construction of this Eco-drainage facility in the Tembalang Pesona Asri regency area can decrease runoff of 1220,419 m3 or 83,5 % from the runoff water cause by the regency construction. This construction of the Eco-drainage facility need approximately 3 months of time with  total cost  Rp. 1.209.126.133,- (one billion two hundred and nine million one hundred twenty-six thousand one hundred and thirty-three rupias). The houses total in Tembalang Pesona Asri Regency are 287 units, so each house’s contribution is equal to Rp. 4.212.983,- (four million two hundred twelve thousand nine hundred eighty three.