TY - JOUR
T1 - Numerical simulation of the water level of the channel and the Kalidami boezem by pump operation
AU - Setiawan, B.
AU - Lasminto, U.
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2020/11/3
Y1 - 2020/11/3
N2 - Analysis of water level in a reservoir such as Boezem is needed. The purpose of this research is to find out whether the procedures implemented in managing the Boezem are appropriate to deal with various situations. To do this, a simulation is needed so that the movement of water in the channel to the Boezem can be analyzed. This research was conducted at Kalidami Boezem in the city of Surabaya which has an area of 20,936.69 m2 with an average depth of Boezem of 3.8 m. The simulation is carried out using the Storm Water Management Model (SWMM 5.1) application with rain data on February 25, 2020 and a 5-year return period rainfall data. The simulation results show that the model constructed has been calibrated based on the RMSE method and produced an error value of 0.11. Because the model has been well calibrated, it will be possible to do next simulation to see how the Channel and Boezem are performing to deal with various scenarios that might be encountered later on. Based on the results of hydraulic simulation using a 5-year return period rainfall data, it can be seen that within 45 minutes, Kalidami Boezem has been filled with water.
AB - Analysis of water level in a reservoir such as Boezem is needed. The purpose of this research is to find out whether the procedures implemented in managing the Boezem are appropriate to deal with various situations. To do this, a simulation is needed so that the movement of water in the channel to the Boezem can be analyzed. This research was conducted at Kalidami Boezem in the city of Surabaya which has an area of 20,936.69 m2 with an average depth of Boezem of 3.8 m. The simulation is carried out using the Storm Water Management Model (SWMM 5.1) application with rain data on February 25, 2020 and a 5-year return period rainfall data. The simulation results show that the model constructed has been calibrated based on the RMSE method and produced an error value of 0.11. Because the model has been well calibrated, it will be possible to do next simulation to see how the Channel and Boezem are performing to deal with various scenarios that might be encountered later on. Based on the results of hydraulic simulation using a 5-year return period rainfall data, it can be seen that within 45 minutes, Kalidami Boezem has been filled with water.
UR - http://www.scopus.com/inward/record.url?scp=85096843209&partnerID=8YFLogxK
U2 - 10.1088/1757-899X/930/1/012076
DO - 10.1088/1757-899X/930/1/012076
M3 - Conference article
AN - SCOPUS:85096843209
SN - 1757-8981
VL - 930
JO - IOP Conference Series: Materials Science and Engineering
JF - IOP Conference Series: Materials Science and Engineering
IS - 1
M1 - 012076
T2 - 4th International Conference on Civil Engineering Research, ICCER 2020
Y2 - 22 July 2020 through 23 July 2020
ER -