Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
Flood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Anal...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Universitas Gadjah Mada
2018-09-01
|
Series: | Journal of the Civil Engineering Forum |
Online Access: | https://jurnal.ugm.ac.id/jcef/article/view/38860 |
id |
doaj-3d866137189c4a2a8ac4c3d46d439423 |
---|---|
record_format |
Article |
spelling |
doaj-3d866137189c4a2a8ac4c3d46d4394232020-11-25T02:42:47ZengUniversitas Gadjah MadaJournal of the Civil Engineering Forum2581-10372549-59252018-09-014322323210.22146/jcef.3886022020Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) MethodAnantri Sulistyowati0Rachmad Jayadi1Adam Pamudji Rahardjo2Directorate General of Water Resources, Ministry of Public Works and Housing, Central Jakarta, INDONESIADepartment of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, INDONESIADepartment of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, INDONESIAFlood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Analysis of physical watershed parameters was conducted on Digital Elevation Model (DEM) data using software Watershed Modeling System (WMS) 10.1 and ArcGIS. Nash model and S-curve method were used to process triangular GIUH into hourly Instantaneous Unit Hydrograph (IUH) and Unit Hydrograph (UH) and then was compared with the observed UH of Collins method. A sensitivity analysis was conducted on parameter of RL and Nash-model k. Evaluation of accuracy of the simulated GIUH runoff hydrograph was also conducted. The GIUH model generated UH with smaller peak discharge Qp, also slower and longer of tp and tb values than the observed UH. Accuracy test of the simulated GIUH runoff hydrograph using Nash-Sutcliffe Efficiency (NSE) shows that Keduang watershed gives a satisfying result, while Wiroko watershed gives less satisfactory result. The inaccuracies occur due to limited flood events used to derive the observed UH and stream tributaries that were not properly modeled based on Strahler method.https://jurnal.ugm.ac.id/jcef/article/view/38860 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Anantri Sulistyowati Rachmad Jayadi Adam Pamudji Rahardjo |
spellingShingle |
Anantri Sulistyowati Rachmad Jayadi Adam Pamudji Rahardjo Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method Journal of the Civil Engineering Forum |
author_facet |
Anantri Sulistyowati Rachmad Jayadi Adam Pamudji Rahardjo |
author_sort |
Anantri Sulistyowati |
title |
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method |
title_short |
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method |
title_full |
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method |
title_fullStr |
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method |
title_full_unstemmed |
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method |
title_sort |
unit hydrograph modeling using geomorphological instantaneous unit hydrograph (giuh) method |
publisher |
Universitas Gadjah Mada |
series |
Journal of the Civil Engineering Forum |
issn |
2581-1037 2549-5925 |
publishDate |
2018-09-01 |
description |
Flood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Analysis of physical watershed parameters was conducted on Digital Elevation Model (DEM) data using software Watershed Modeling System (WMS) 10.1 and ArcGIS. Nash model and S-curve method were used to process triangular GIUH into hourly Instantaneous Unit Hydrograph (IUH) and Unit Hydrograph (UH) and then was compared with the observed UH of Collins method. A sensitivity analysis was conducted on parameter of RL and Nash-model k. Evaluation of accuracy of the simulated GIUH runoff hydrograph was also conducted. The GIUH model generated UH with smaller peak discharge Qp, also slower and longer of tp and tb values than the observed UH. Accuracy test of the simulated GIUH runoff hydrograph using Nash-Sutcliffe Efficiency (NSE) shows that Keduang watershed gives a satisfying result, while Wiroko watershed gives less satisfactory result. The inaccuracies occur due to limited flood events used to derive the observed UH and stream tributaries that were not properly modeled based on Strahler method. |
url |
https://jurnal.ugm.ac.id/jcef/article/view/38860 |
work_keys_str_mv |
AT anantrisulistyowati unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod AT rachmadjayadi unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod AT adampamudjirahardjo unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod |
_version_ |
1724771510712795136 |