Modeling Discharge of the Bangga Watershed under Climate Change

Author:

Sutapa I. Wayan1,Bisri Moh2,Rispiningtati 2,Montarcih Lily2

Affiliation:

1. University of Tadulako

2. University of Brawijaya

Abstract

The purpose of this research is to create a model of the discharge as the impact of climate change due to global warming. The study was conducted using data from the Bangga watershed. Monthly water balance model used is the development of a model FJ. Mock by entering the natural phenomena that occur at this time such as climate change, canopy interception, rainfall distribution based on land use, soil type and soil characteristics. Calibration of water balance is used to determine the performance of the models to variations in climate change. Then, analysis is conducted as the effect of rain and temperature on runoff at river Bangga. The conclusion of this research were: 1) Accuracy of discharge simulation models against observed discharge is quite good, which is characterized by the Nash coefficient (Ns) close to one except for a few periods and annual rainfall runoff ratio (RE) approaches one. 2) Changes in rainfall have a considerable influence on the runoff, while the effect of temperature on runoff is not too significant.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

1. Mock, F.J., Water Availability Appraisal, Food Agriculture Organization of the United Nation, Bogor, (1973).

2. Nugroho Hadisusanto, Rain-Simulation Model Watershed Function Water Saving Soil, Graduate Dissertation, Brawijaya of University, Malang, (2006).

3. Allen G. Richard, Crop Evapotranspiration-Guidelines for Computing Crop Water Requirement-FAO Irrigation and Drainage Paper No. 56, Food Agriculture Organization of the United Nation. Roma, (1998).

4. Nasution dan Djazim Syaifullah, Spatial Analysis of the North Coast Regional Drought Index (North Coast) in West Java, Jurnal Air Indonesia (JAI). 1 (2)(2005) 235-243.

5. Ramachandra Rao, A. Al-Wagdany, Effects of Climate Change in Wabah River Basin, Journal of Hydrologic Engineering, 121 (2) (1995), 207-215.

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