Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Jurnal Teknik Pengairan: Journal of Water Resources Engineering

jtp
Website

Published by Universitas Brawijaya

ISSN : 20861761 EISSN : 24776068 DOI : 10.21776

Core Subject : Engineering,

Engineering

Jurnal Teknik Pengairan is a scientific journal published regularly twice per year by Faculty of Engineering, Universitas Brawijaya. The paper submitted in this journal covers the fields of Water Resources Information System, Water Resources Conservation, Water Resources Utilization and Efficiency, Water Structure Engineering Planning and Water Resources Engineering Basic Knowledge. The submitted paper can be a summary of research reports or scientific literature review. The language used in this journal is either English or Indonesian.

Arjuna Subject : -

Articles 7 Documents

Search results for , issue "Vol. 10 No. 1 (2019)" : 7 Documents clear

Analisis Reduksi Genangan Pada Saluran Drainase Di Pesisir Kota Palu Yang Berwawasan Lingkungan (Analysis Of Inundation Reduction In Drainage Channel At Coastal Palu City With Environmental Insight) Irenne Ismayanti Romadona; Ussy Andawayanti; Evi Nur Cahya
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Kota Palu sebagai Ibu Kota Provinsi Sulawesi Tengah ketika musim penghujan tiba pada sebagian wilayahnya timbul genangan. Genangan diakibatkan oleh pembangunan yang kian pesat, sistem drainase bersifat konvensional, tingginya sedimentasi serta kondisi topografi di bagian pesisir yang cenderung datar. Alternatif penanggulangan genangan yang ditawarkan adalah dengan merehabilitasi saluran eksisting, merencanakan pemanenan air hujan (PAH), parit berorak serta kolam tampungan sementara yang dilengkapi pintu klep otomatis. Rehabilitasi dilakukan dengan menambah kedalaman saluran, dimana volume galian tidak terlalu besar karena muka air tanah cukup dangkal. Untuk PAH, kapasitas rain barrel bervariasi mulai dari 350 liter sampai 1050 liter serta dilengkapi sumur tampungan sementara. Pengkombinasian rehabilitasi saluran dan PAH, efektivitas reduksi genangan pada DTA 1 mencapai 93,5% dan DTA 2 mencapai 99,6%. Sedangkan parit berorak, ukuran tiap rorak menyesuaikan lebar saluran drainase. Efektivitas reduksi genangannya mencapai 81% pada DTA 1 dan 98,9% pada DTA 2. Rencana anggaran biaya untuk satu buah PAH antara Rp. 1.492.505,- sampai Rp. 2.692.505,- tergantung kapasitas rain barrel. Sedangkan parit berorak antara Rp. 556.000,- sampai Rp. 808.000,- tergantung ukuran rorak. Dari kedua alternatif, pengkombinasian rehabilitasi saluran, perencanaan kolam tampungan dan pintu klep otomatis serta perencanaan PAH dipilih karena efektivitas reduksi lebih besar serta perawatan PAH lebih mudah.

Studi Efektifitas Dan Kinerja Instalasi Pengolahan Air Limbah (Ipal) Pada Peternakan Sapi Skala Rumah Tangga Yunita Kusuma Bintang; Dian Chandrasasi; Riyanto Haribowo
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Argosari Village is one of the villages that has cattle farms in Malang Regency. This research was conducted in one of the houses in Argosari Village and has 6 (six) of cows. In one day, each cow produces 100-150 liters of liquid waste. However, the liquid waste is immediately discharged into the drainage channel because there is no effort to process wastewater. On the results of laboratory tests, samples of wastewater, BOD, COD, TSS, NH3-N and pH in wastewater were respectively 4488 mg/L, 11000 mg/L, 850,5 mg/L, 479,3 mg/L, 8,5 mg/L. Based on the Regulation of the Minister of Environment Number 11 of 2009, the liquid waste has not met the quality standard. Wastewater Treatment Plant (WWTP) is needed to save reserves on cattle wastewater. The suitable installation in this condition is an initial settling basin, aerobic biofilter basin and a final settling basin. Aerobic biofilter is used so that liquid waste can be used biologically by using the media of honeycomb biofilter to grow and breed microorganisms. After processing the WWTP, there is a decrease in effluent, so WWTP can produce effluent BOD of 80,78 mg/L, COD = 198 mg/L, TSS = 5,10 mg/L, NH3-N = 23,9 mg/L and pH = 8,5.

Analisis Sifat Kimia Air Tanah Sumur Dangkal Pada Tanah Berkapur (Desa Gamping Kecamatan Campurdarat Kabupaten Tulungagung) Emma Yuliani; Dea Rozan Aqil Pradana
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Groundwater is one of the many alternative water sources that have a large and very good quantity and quality. An important factor that must be considered in groundwater management is the analysis of its chemical characteristics. These chemical characteristics will have a large impact on objects that receive and consume ground water regularly. The purpose of this study was to determine the effect of the risk of the object receiving and knowing the chemical characteristics of groundwater in the study location. To find out the effect of the occurrence of risk on the research location, use the equation recommended by the EPA (Environmental Protection Agency). Analysis of the chemical characteristics of groundwater was carried out using the Pie Chart Method, and the Kurlov Method. From the results of research conducted in Gamping Village, Campurdarat District, Tulungagung Regency, it is known that the groundwater in the study site has health risk factors and is dominated by anion bicarbonate (HCO3 - ), and kation calcium, sodium.

Study On The Value Of A Medium Reservoir Storage Capacity (Case Study: Karalloe Reservoir) Widandi Soetopo; Lily Montarcih Limantara; Agustina Pagatiku
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

In this article, the value of storage capacity of a medium sized Karalloe reservoir is discussed. Together with an uncontrolled weir, the Karalloe reservoir is supplying an irrigation area. The purpose of the study is to estimate the value of reservoir storage capacity at the various storage states and at different dependable inflow levels. The Linear Programming model is used to optimize the irrigation benefit for various storage capacity and various dependable inflow levels. The results are used to estimate the values of storage capacity at various conditions. The results show that for inflow of the dry year, there is no value for the additional storage capacity. But for inflow of the wetter years, there are significant values for adding more storage capacity

Efisiensi Sistem Multi Soil Layering Pada Pengolahan Air Limbah Domestik Pada Daerah Perkotaan Padat Penduduk Riyanto Haribowo; Sonia Megah; Windy Rosita
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

The discharge of domestic wastewater in urban areas without effective treatment may result in contamination of surrounding surface water. This study explored the wastewater treatment performance of multi-soil-layering (MSL) on domestic wastewater. Domestic wastewater parameter was use are Total Suspended Solids (TSS), Total Dissolved Solids (TDS), pH, Dissolved Oxygen (DO), Turbidity and Electrical conductivity (DHL). The experiment consisted of two stages, in stage 1, three partition in the reaktor was filled with layers of rock consisting of gravel, zeolite, and mix between gravel and zeolite. In stage 2, from the best results in stage 1, then added with stuffing mixture of andosol soil and coconut shell charcoal, mixture of andosol soil and sawdust and also mixture of andosol soil and rice straw charcoal. From the result it can be concluded that MSL with zeolite layer and mixture of andosol soil and coconut shell charcoal are the best result to purify the domestic wastewater. The efficiency for TSS, TDS, pH, DO, Turbidity and EC was 64.55%; 24.52%; 4.89%; 81.88%; 76.69% and 31,77% respectively.

Uji Model Fisik Bangunan Pelimpah Bendungan Saka Gilas Dengan Skala 1:50 Rahmah Dara Lufira; Muhammad Amar Sajali; Suwanto Marsudi; Very Dermawan
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

The physical hydraulic model carried out in the laboratory is intended to determine the hydraulic behavior of the flow in hydraulic structures. The aim of Hydraulic model test of Sakagilas Dam spillway is to determine the flow profile that occurs in spillway system, including flow depth, velocity, water flow pressure, and Froude numbers. Also to find out the hydraulic performance of side spillway design, transition channel, chute way channel, energy dissipator, and escape channel. Investigation of water flow pressure in the spillway system (side channel spillway, transition channel, and especially chute way channel) was measured and analyzed to determine the condition of structure safety against cavitation and vibration flow.The spillway of Saka Gilas Dam is a side channel spillway (Fixed+Gated) with an Ogee spillway. The shape of the side spillway is circular quarter circle (45â°). Preliminary observations on the physical model test are carried out under the condition of Original Design, which if there is a poor flow hydraulic behavior, design modifications will be made. The design modification is intended to get the best flow hydraulic behavior, according to the standard design criteria for the side channel spillway system.

Analisis Struktur Terowongan Pengelak Pada Bendungan Kualu Kabupaten Toba Samosir Provinsi Sumatra Utara Afan Allail Rofikha; Suwanto Marsudi; Evi Nur Cahya
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 1 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Diversion structure consists of diversion tunnel and Cofferdam. These two contructions should built in the early construction of the dam, have function to divert the river flow during the period of dam construction. The plans of Kualu dam diversion tunnel designed using horseshoe shape F, upstream of the tunnel at a depth of 41.625 m and upstream elevation + 695.5 m. In this study there was flood routing with Q25th which is 709,331 m 3 /s and obtained using 9 m diameter, then a cofferdam is planned to build as high as 15 m. Based on the calculation of loading and calculated four load combinations, they are : after contruction condition, after contruction under earthquake condition, at the operation time condition, and at the operation time under earthquake condition. From the results of the load combinations, the structure was analyzed using Beggs method and Staad Pro method. These two methods were used to figure the maximum moment of the structure and to determine the needed reinforcement in the tunnel construction. After the analysis, it is noticed that there is a difference position of the maximum moment, this is caused by the support in the Beggs method assumed to be a vertical loads.

Page 1 of 1 | Total Record : 7

Filter by Year

2019 2019

Filter By Issues

All Issue Vol. 14 No. 1 (2023) Vol. 13 No. 2 (2022) Vol. 13 No. 1 (2022) Vol. 12 No. 2 (2021) Vol. 12 No. 1 (2021) Vol. 11 No. 2 (2020) Vol. 11 No. 1 (2020) Vol 11, No 1 (2020) Vol. 10 No. 2 (2019) Vol. 10 No. 1 (2019) Vol. 9 No. 2 (2018) Vol. 9 No. 1 (2018) Vol. 8 No. 2 (2017) Vol 8, No 1 (2017) Vol 7, No 2 (2016) Vol 7, No 1 (2016) Vol 6, No 2 (2015) Vol 6, No 1 (2015) Vol 5, No 2 (2014) Vol 5, No 1 (2014) Vol 5, No 1 (2014) Vol 4, No 2 (2013) Vol 4, No 1 (2013) Vol 4, No 1 (2013) Vol 3, No 2 (2012) Vol 3, No 2 (2012) Vol 3, No 1 (2012) Vol 3, No 1 (2012) Vol 2, No 2 (2011) Vol 2, No 2 (2011) Vol 2, No 1 (2011) Vol 1, No 2 (2010) Vol 1, No 2 (2010) Vol 1, No 1 (2010) Vol 1, No 1 (2010) More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Muh. Nurjati Hidayat

Contact Email
jurnalpengairan@ub.ac.id

Phone
-

Journal Mail Official
anggara.wws@ub.ac.id

Editorial Address
Jurnal Teknik Pengairan Jurusan Teknik Pengairan Fakultas Teknik, Universitas Brawijaya Jl. MT. Haryono 167 Malang

Location
Kota malang,

Jawa timur

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Muh. Nurjati Hidayat

Contact Email jurnalpengairan@ub.ac.id

Phone -

Journal Mail Official anggara.wws@ub.ac.id

Editorial Address Jurnal Teknik Pengairan Jurusan Teknik Pengairan Fakultas Teknik, Universitas Brawijaya Jl. MT. Haryono 167 Malang

Location Kota malang, Jawa timur INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Muh. Nurjati Hidayat

Contact Email
jurnalpengairan@ub.ac.id

Phone
-

Journal Mail Official
anggara.wws@ub.ac.id

Editorial Address
Jurnal Teknik Pengairan Jurusan Teknik Pengairan Fakultas Teknik, Universitas Brawijaya Jl. MT. Haryono 167 Malang

Location
Kota malang,

Jawa timur

INDONESIA