Analysis of Water Level of Binjeita River for Several Return Periods of Flood

International Journal of Civil Engineering

© 2022 by SSRG - IJCE Journal

Volume 9 Issue 11

Year of Publication : 2022

Authors : Jeffry S. F. Sumarauw, Sisca V. Pandey, Hanny Tangkudung

10.14445/23488352/IJCE-V9I11P105

How to Cite?

Jeffry S. F. Sumarauw, Sisca V. Pandey, Hanny Tangkudung, "Analysis of Water Level of Binjeita River for Several Return Periods of Flood," SSRG International Journal of Civil Engineering, vol. 9,  no. 11, pp. 33-42, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I11P105

Abstract:

Binjeita river is located at Binjeita village of Bintauna sub-district of North Bolaang Mongondow District, Indonesia. Due to several upcoming bridge construction projects on the Binjeita river requires information about the water elevation of the Binjeita river to complete the base elevation of a bridge. Furthermore, flood water elevation will determine the potential overflow during inundation along the Binjeita river. This investigation aims to obtain the water elevation of flood at Binjeita river, especially at the river segment where Bridge 1 is located. To do so, secondary data such as rainfall data from the rain station of Sangkub-Huntuk and discharge data from Andagile-Tontulow station are required. These two stations are located in the Binjeita river basin. The rainfall data will be analysed to determine its quality, followed by calculating average rainfall using the Thiessen Polygon method. The rain frequency is analysed using the Log Pearson Type III. The HSS-SCS method, with the aid of HEC-HMS, is used to analyse the design discharge. The result is as follows: at a return period of 25, 50 and 100 years, the discharge is 2 m3/sec, 2.5 m3/sec and 3 m3/sec consecutively around Bridge 1. No overflow takes place around Bridge 1 as a result of discharge at those return periods. However, upstream and downstream, overflow occurs with various water elevations where 50 cm is the maximum water elevation.

Keywords:

Discharge, Water elevation, HSS-SCS, HEC-HMS, Thiessen Polygon.

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