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All Journal Jurnal Pengabdian Kepada Masyarakat (Indonesian Journal of Community Engagement) Journal of the Civil Engineering Forum

Adam Pamudji Rahardjo

Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, Indonesia

Author-ID : 3094218

Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Environmental Science

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Articles

Domestic Water Distribution Planning from Springs in Jatimulyo Village, Girimulyo District, Kulon Progo Adam Pamudji Rahardjo; Budi Kamulyan; Radianta Triatmaja; Sunjoto Sunjoto; Dyah Dhani M.; Anzhari Syahmi; Raelly Harza W.; Nurul Purnama Sari
Jurnal Pengabdian kepada Masyarakat (Indonesian Journal of Community Engagement) Vol 8, No 1 (2022)
Publisher : Direktorat Pengabdian kepada Masyarakat Universitas Gadjah Mada

During the dry season, most of the springs in Jatimulyo Village deliver less water. This condition causes difficulties for people in the area. Only two springs supply sufficient water for distribution. Therefore, it is necessary to optimize the water distribution from the two springs, Mudal and Sumitro. This study aims to provide an alternative technical plan for the distribution of domestic water and to provide recommendations in the distribution and regulation of the use of water from the Mudal and Sumitro springs to the local authority and community in Jatimulyo Village. The distribution system relies on gravity so that it does not require any pump. This study has conducted using the hydraulic equation for water flow through a pipe to analyze the design water discharge required for each reservoir. For water distribution planning, counting the number of houses that will be served was conducted using Google Earth imagery. The results of this study indicate that from the Mudal spring, water distribution pipelines can cover 282 houses, with a total required water discharge of 1,632 liters/second. For the Sumitro spring, the first alternative scheme can serve 161 houses and requires 0.932 liters/second water discharge. As for the second alternative, it is estimated to be able to serve 138 houses with a total required water discharge of 0.799 liters/second. It is necessary to measure all spring discharge every month. It will help determining the fluctuation of the discharge of each spring.

The Implementation of Combined Roughness and Reflected Model (CRRM) in Tsunami Run-up Simulation through Coastal Vegetation Benazir Benazir; Radianta Triatmadja; Adam Pamudji Rahardjo; Nur Yuwono
Journal of the Civil Engineering Forum Vol. 4 No. 3 (September 2018)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, UGM

Hydraulics resistance is commonly used to simulate or replace drag and inertia forces due to vegetation when modeling tsunami run-up. A new numerical method was proposed which was named Combined Roughness and Reflected Model (CRRM). This method accommodates the reflection process of tsunami flow by tree surfaces. A series of experimental work was performed in laboratory to verify the numerical results. The physical process of laboratory work was discussed to explain the interaction between tsunami and vegetation models. The relation of some notable parameters was reviewed for both models. The physical model verified that the deviations between the physical and the numerical model were below 20%. With such numerical method, more challenging forest layout such as zigzag arrangement can be studied more accurately. It is concluded that the zigzag arrangement of trees layout and higher density of trees were capable of reducing tsunami run-up on land significantly.

Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method Anantri Sulistyowati; Rachmad Jayadi; Adam Pamudji Rahardjo
Journal of the Civil Engineering Forum Vol. 4 No. 3 (September 2018)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, UGM

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.

Co-Authors Anantri Sulistyowati Anzhari Syahmi Benazir Benazir Budi Kamulyan Dyah Dhani M Dyah Dhani M. Nur Yuwono Nurul Purnama Sari Rachmad Jayadi Radianta Triadmadja Raelly Harza W Raelly Harza W. Sunjoto Sunjoto

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