The 1st International Conference on Computer Science and Engineering Technology Universitas Muria Kudus

Research Article

The Design Of Water-Filled Rubber Dam As An Efficient Innovation In Preventing Tidal Flood (Rob)

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  • @INPROCEEDINGS{10.4108/eai.24-10-2018.2280627,
        author={Fatchur Roehman and Slamet Imam Wahyudi and M. Faiqun Ni’am},
        title={The Design Of Water-Filled Rubber Dam As An Efficient Innovation In Preventing Tidal Flood (Rob)},
        proceedings={The 1st International Conference on Computer Science and Engineering Technology Universitas Muria Kudus},
        publisher={EAI},
        proceedings_a={ICCSET},
        year={2018},
        month={11},
        keywords={water-filled rubber dam model test flood and rob prevention},
        doi={10.4108/eai.24-10-2018.2280627}
    }
    
  • Fatchur Roehman
    Slamet Imam Wahyudi
    M. Faiqun Ni’am
    Year: 2018
    The Design Of Water-Filled Rubber Dam As An Efficient Innovation In Preventing Tidal Flood (Rob)
    ICCSET
    EAI
    DOI: 10.4108/eai.24-10-2018.2280627
Fatchur Roehman1,*, Slamet Imam Wahyudi1, M. Faiqun Ni’am1
  • 1: Sultan Agung Islamic University
*Contact email: fatchurroehman@gmail.com

Abstract

The river water that cannot flow into the sea because the tide comes through the estuary becomes the background of this research. The objectives of this research are, (1) evaluating flood and rob as the existing motion dam’s benefit and preparing the closed-circuit water channels for experiments, (2) analyzing the characteristics of the water-filled rubber dam and making its prototype to obtain its material and to utilize it as the efficient technology, (3) conducting stability analysis of the flow in the dam, (4) conducting the simulation of water’s elevation and discharge with prototype of the dam in the laboratory. The researchers used variation of dam parameters tested in Civil Engineering Laboratory of UNISSULA Semarang in six months. Testing the physical model with a simulation of several experiments was done to get the calculation of the stability of the water-filled dam and the effective dimension in handling flood and robs.