Integration of Morphometric Analysis and Synthetic Unit Hydrograph Methods for Hydrological Assessment in the Warana River Basin, Maharashtra, India

Authors

  • Suraj Kalgonda Patil Department of Civil Engineering, DKTEs Textile and Engineering Institute, Ichalkaranji, Maharashtra, India.
  • Amitkumar Sukumar Sajane Department of Civil Engineering, Dr. J. J. Magdum College of Engineering, Jaysingpur, Maharashtra, India.
  • Jagdish Subhash Lambe Department of Civil Engineering, Dr. J. J. Magdum College of Engineering, Jaysingpur, Maharashtra, India.
  • Vishal Dattatray Sakhare Department of Civil Engineering, DKTEs Textile and Engineering Institute, Ichalkaranji, Maharashtra, India.
  • Ajinkya Shrikant Dixit Department of Civil Engineering, DKTEs Textile and Engineering Institute, Ichalkaranji, Maharashtra, India.
  • Pranav Anant Pise Department of Civil Engineering, DKTEs Textile and Engineering Institute, Ichalkaranji, Maharashtra, India.
  • Joyluis Shalwador Rodrigues Department of Civil Engineering, DKTEs Textile and Engineering Institute, Ichalkaranji, Maharashtra, India.
  • Amar Vilas Hajare Department of Civil Engineering, DKTE's Yashwantrao Chavan Polytechnic, Ichalkaranji, Maharashtra, India.

DOI:

https://doi.org/10.9734/bpi/erpra/v4/4164

Keywords:

Ungauged basins, isolated storm, unit hydrograph, peak discharge, time to peak, synthetic unit hydrograph

Abstract

This study aims to develop and evaluate average representative unit hydrographs (UHs) for the upper Warana River basin, Maharashtra, India, based on isolated storm events. Synthetic Unit Hydrographs (SUHs) were constructed using four established methods: Snyder’s modified method, Soil Conservation Service (SCS) dimensionless hydrograph, Central Water Commission (CWC) method, and Commons' dimensionless hydrograph. The SUHs were assessed for ungauged basins with similar hydrological characteristics, and their correlation coefficients were calibrated and validated. Morphometric analysis of the basin indicated moderate to high flood potential and moderate recharge capacity for the Warana River basin, with Sub-basins 1 and 3 exhibiting similar characteristics, while Sub-basin 2 showed low flood potential and high recharge capacity. Snyder’s method emerged as the most effective approach, yielding a peak discharge percentage error of 0.26% for the Warana River basin and 0.32% for Sub-basin 1. The Snyder coefficients Cp =0.55 and Ct=1.06 were found to be suitable as regional coefficients for basins with analogous hydroclimatic conditions. Comparative analysis revealed that Snyder's SUH closely aligned with observed UHs, demonstrating high reliability for runoff prediction. The successful validation of Snyder’s model underscores its utility in water resources management, enabling accurate flood prediction, water allocation, and reservoir operation. These findings establish Snyder’s SUH as a robust tool for hydrological modelling in ungauged basins with similar hydroclimatic settings.

Published

2025-02-14

How to Cite

Suraj Kalgonda Patil, Amitkumar Sukumar Sajane, Jagdish Subhash Lambe, Vishal Dattatray Sakhare, Ajinkya Shrikant Dixit, Pranav Anant Pise, … Amar Vilas Hajare. (2025). Integration of Morphometric Analysis and Synthetic Unit Hydrograph Methods for Hydrological Assessment in the Warana River Basin, Maharashtra, India. Engineering Research: Perspectives on Recent Advances Vol. 4, 48–72. https://doi.org/10.9734/bpi/erpra/v4/4164