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All Journal JURNAL KARYA TEKNIK SIPIL
Dwi Kurniani
Jurusan Teknik Sipil FT. UNDIP Jl. Prof. Soedarto SH., Tembalang, Semarang 50275
Civil Engineering, Building, Construction & Architecture

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PERENCANAAN BENDUNG PROGO JUMO,SUNGAI PROGO KABUPATEN TEMANGGUNG Bhre Brahmasta Indra; Lintang Jata Angghita; Sri Eko Wahyuni; Dwi Kurniani
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Progo Jumo Weir is located on Progo River, Temanggung Regency. Progo Jumo Weir only serve the irrigation area in the left side of Progo River that formerly are rainfed rice field with 1.278 Ha wide. The maksimum intake discarge is 1,942 m3/sec. FJ Mock method is used to calculate the dependable discharge of Progo river at 20% dry. Designed flood discharge calculated from HSS Gama I method is 186,041 m3/sec for 100 years return period (Q100 = 186,041 m3/sec). Rounded weir head with  4,85 m in height and +713,07 m from mean sea level is used. The weir is 39 m in effective width and the length of upstream apron floor is 8 m. . This weir use USBR Type III stilling basin with 8 m in length. The flushing gate uses four gates each 1,5 m in width. The implementation of this project  is 42 weeks and the budget plan is  Rp. 13.210.231.000,00.
PERENCANAAN PENINGKATAN FLOOD SHELTER DI DAERAH ALIRAN SUNGAI BERINGIN SEMARANG Siti Nuriskha Amalia; Annisa Khizamatul F. Utami; Suharyanto Suharyanto; Dwi Kurniani
Jurnal Karya Teknik Sipil Volume 3, Nomor 1, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Flood is one of the disaster which often happened in Semarang city. Many negative impact arising from flood disaster, such as loss of victim or material. One of the handling solution is  developed flood shelter. Some region of Semarang cityhave own flood shelter, so in this case we need to identify of elegibility and improvement. Identification location of flood shelter are in Beringin Watershed Semarang which consists of 6 Kelurahan, namely Kelurahan Wates, Kelurahan Wonosari, Kelurahan Mangunharjo, Kelurahan Mangkang Wetan, Kelurahan Gondorio, and Kelurahan Beringin. Data obtained from the field survey,with existing data of flood shelter that has been there. Sources of criteria for  flood shelter location are sphere project handbook, 2011, Health Minister’s decision on the minimum sandart of health problems caused by disaster prevention and handling of refugees, and egulations of BPBD. Some regions like Sub-District of Wonosari require a building in the form of House Podium and emergency doorstep. Because the location have bank- bank resulting the pursuing of evacuating and handling. Besides, some shelter pitched a tent of the size according to requirement to accomodate lacking of room for refugee in shelter. But, people arround the riverbanks should keep the environment clean and not littering, so can decrease the impact of flood.
PERENCANAAN SISTEM DRAINASE KALI TENGGANG SEMARANG Martin Martunas Agung P.S.; Riekea Astika Putri Gultom; Suripin Suripin; Dwi Kurniani
Jurnal Karya Teknik Sipil Volume 3, Nomor 1, Tahun 2014
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Kali Tenggang is one of the urban drainage systems in East Semarang. Kali Tenggang flows through industrial zones in Semarang, such as Kaligawe that  has an important roles for regional economoy. Kali Tenggang which through downtown makes watershed of Kali Tenggang cannot out from flood disaster. There are many factors cause this disaster, like reducing channel capacity because of sedimentation, number of land subsidence, backwater and overflow from rivers around Kali Tenggang. Some of the attempt to solve this problem are redesign channel and build retention pond, so the live of the people who live around Kali tenggang can run well and prosper. Design of Retention Pond and redesign channel use  HEC-RAS program with HEC-HMS’s discharge and cross section data as input data. Redesign channel planned on 9 sections,they are Majapahit,, Bugen, Tlogosari, Rel area, Muktiharjo, Dempellor, Terboyo, Pacar, and Tambakrejo. Construction of retention pond and redesign channel project spend Rp 122.269.035.885,00 and this project finished on 156 days.
Co-Authors Annisa Khizamatul F. Utami Bhre Brahmasta Indra Lintang Jata Angghita Martin Martunas Agung P.S. Riekea Astika Putri Gultom S. Suripin Siti Nuriskha Amalia Sri Eko Wahyuni Suharyanto Suharyanto