Related Experiment Video
Updated: Jul 17, 2026

Watershed Planning within a Quantitative Scenario Analysis Framework
Published on: July 24, 2016
Synthetic streamflow generation for the ungauged Omo Kuraz watershed using MIKE 11 NAM parameter regionalization
Kassa Tesfaye Erenso1, Abdella Kemal Mohammed1, Tarun Kumar Lohani2
1Faculty of Hydraulic and Water Resources Engineering, Arba Minch Water Technology Institute, Arba Minch University, P.O. Box 21, Arba Minch, Ethiopia.
Researchers simulated streamflow for the Omo-Kuraz Dam watershed using the MIKE 11 NAM model. This provides crucial data for water resource planning in data-scarce regions.
Area of Science:
- Hydrology
- Water Resource Management
- Environmental Engineering
Background:
- The Omo-Kuraz Dam watershed in Ethiopia lacks direct streamflow data.
- Accurate streamflow data is essential for effective water resource planning and dam management.
Purpose of the Study:
- To generate synthetic streamflow for the ungauged Omo-Kuraz Dam watershed.
- To assess the performance of the MIKE 11 NAM model in a data-scarce catchment.
- To provide baseline hydrological data for water resource planning in the Omo-Gibe River Basin.
Main Methods:
- Utilized the MIKE 11 NAM conceptual rainfall-runoff model.
- Calibrated and validated the model using data from the downstream Omorate gauging station (2010-2020).
- Integrated the high-resolution CHIRPS satellite dataset for enhanced precipitation analysis.
Main Results:
- The MIKE 11 NAM model demonstrated strong predictive performance with R2 values of 0.84 (calibration) and 0.80 (validation).
- Simulated mean annual discharge for Omo-Kuraz was 324.16 m³/s, contrasting with the regulated Omorate flow of 510.53 m³/s.
- Synthetic streamflow captured a wider natural hydrographic variability (83-2224 m³/s) compared to observed regulated flows.
Conclusions:
- The MIKE 11 NAM framework is a practical tool for streamflow generation in data-scarce catchments.
- The generated synthetic streamflow provides valuable baseline data for water resource planning in the Omo-Gibe Basin.
- Acknowledged uncertainties due to unmodeled reservoir operations and rainfall interpolation.
Related Concept Videos
Gradually Varying Flow
Design Example: Design of an Irrigation Channel
Rapidly Varying Flow
Design Example: Creating a Hydraulic Model of a Dam Spillway
Underflow Gates
Uniform Depth Channel Flow: Problem Solving

