Prof. Dr. Ir. Sri Sangkawati, M.Sc.
NIP. 195409301980032001
Unit Kerja : Departemen Teknik Sipil FT UNDIP
LEMBARHASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW KARYA ILMIAH : PROSIDING
Judul Karya Ilmiah : River Performance Assessment Model
Jumlah Penulis : 3 orang (Wahyudi, A.H., Suripin, Suharyanto) Status Pengusul : Penulis ke-3
Identitas Prosiding : a. Judul Prosiding : Procedia Engineering Volume 171, 2017
The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials - Sustainable Structures for Future Generations (SCESCM 2016)
b. ISBN/ISSN : 1877-7058
c. Thn Terbit, Tempat Pelaks. : Bali, 5 - 7 September 2016 d. Penerbit/Organiser : Elsevier Ltd
e. Alamat Repository/Web : https://www.sciencedirect.com/science/article/pii/
S1877705817304927
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Document details
13 of 19
River Performance Assessment Model
(Conference Paper) (Open Access), ,
Universitas Sebelas Maret, Surakarta, Indonesia
Diponegoro University, Jln. Professor Haji Soedharto, Semarang, Central Java, 50275, Indonesia
Abstract
The performance of a river is the capability of the river and river infrastructure efforts to achieve its planned objectives.
River development objectives can generally be grouped into two areas, namely to drainage at high flow on the rainy season and to utilized flow reliability on the dry season. Question that should be answered is how much the performance of the river and how to determine the priority order of handling the improvement of the river
performance. The method to assess the performance of the river was conducted in two groups: assessing the physical condition of the river, and the functioning of the river by using various indicators. The assessment of the river infrastructure functions carried out in accordance to the purpose of the infrastructure. The model of the assessment method which was developed is limited on the river function as a drainage infrastructure. Therefore the model is clarified to the physical condition, and drainage function in small rivers. They are Rivers Pepe, Dengkeng, Jlantah, and Samin which located in Surakarta, Sukoharjo, Karanganyar and Klaten districts. By knowing the value of the river performance indicator, it can be used to determine the river improvement priority sequence. The research result shows that that the river performance of Pepe is 73.87% while the rivers Dengkeng, Jlantah, Samin are 60.53%, 77.31%, and 87.78%. It is clear that the first priority of river improvement is Dengkeng river. © 2017 The Authors.
SciVal Topic Prominence
Topic:
Prominence percentile: 43.572
Author keywords
assessment River performance
Indexed keywords
Engineering controlled terms:
Drainage Structures (built objects)
Engineering uncontrolled terms
assessment Drainage infrastructure Performance assessment models Performance indicators Physical conditions Priority order Research results River infrastructure
Engineering main heading:
Rivers
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View at Publisher Procedia Engineering
Volume 171, 2017, Pages 1505-1513
3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, SCESCM 2016; Bali; Indonesia; 5 September 2016 through 7 September 2016;
Code 126553
Wahyudi, A.H.a Suripinb Suharyantob
a b
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Rivers | River | River health
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ISSN: 18777058
Source Type: Conference Proceeding Original language: English
DOI: 10.1016/j.proeng.2017.01.482 Document Type: Conference Paper
Volume Editors: Tim T.C.,Muller H.S.,Ueda T.
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Publisher: Elsevier Ltd
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Sustaining the river health in peri-urban fringes: Multiperspective analysis through key informant interviews
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13 of 19 Saaty, R.W.
(Open Access) (1987) Mathematical Modelling, 9 (3-5), pp. 161-176. .
doi: 10.1016/0270-0255(87)90473-8
Wahyudi, A.H.; Universitas Sebelas Maret, Surakarta, Indonesia; email:
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The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials - Sustainable Structures for Future Generations
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1877-7058 © 2017 Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of SCESCM 2016.
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Peer-review under responsibility of the organizing committee of SCESCM 2016.
Procedia Engineering 171 ( 2017 ) 22 – 32
1877-7058 © 2017 Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of SCESCM 2016.
doi: 10.1016/j.proeng.2017.01.306
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Peer-review under responsibility of the organizing committee of SCESCM 2016.
Procedia Engineering 171 ( 2017 ) 40 – 52
1877-7058 © 2017 Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of SCESCM 2016.
doi: 10.1016/j.proeng.2017.01.308
ScienceDirect
Available online at www.sciencedirect.com
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© 2017 Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of the organizing committee of SCESCM 2016.
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