Spatial Mapping of Runoff from a Watershed Using SCS-CN Method with Remote Sensing and GIS

AbstractThis study aims to simulate runoff depth using the Soil Conservation Service–curve number (SCS-CN) method with remote sensing and geographic information system (GIS) techniques. In this study, the SCS-CN technique adapted for Indian conditions has been used for the generation of CNs for an ungauged watershed. The USDA SCS-CN method is used for estimating the runoff depth in the Manimuktha subwatershed. Monthly and annual runoff values have been obtained from the daily runoff values of the watershed. A base map, soil map, and land use map of the study area have been prepared using remote sensing data and Survey of India (SOI) toposheets. The vector layers have been generated in GIS software. The SCS model is then applied to estimate the daily runoff from the watershed and validated, comparing it with the observed runoff of a few selected events of the monsoon periods of 1980–2009. The statistical analysis indicates that the SCS-CN method can be applied to predict runoff depths of an ungauged waters...

[1]  Min-Lang Huang,et al.  ArcCN-Runoff: an ArcGIS tool for generating curve number and runoff maps , 2004, Environ. Model. Softw..

[2]  John R. Williams,et al.  Water Yield Model Using SCS Curve Numbers , 1976 .

[3]  K. Geetha,et al.  Modifications to SCS-CN Method for Long-Term Hydrologic Simulation , 2007 .

[4]  R. Jaiswal,et al.  Rainfall-runoff modelling using satellite data and GIS for Bebas river in Madhya Pradesh , 2003 .

[5]  Douglas M. Johnston,et al.  Runoff Volume Estimation Using GIS Techniques , 1990 .

[6]  Serge Massicotte,et al.  Determination of the drainage structure of a watershed using a digital elevation model and a digital river and lake network , 2001 .

[7]  J. Refsgaard,et al.  Operational Validation and Intercomparison of Different Types of Hydrological Models , 1996 .

[8]  E. J. Monke,et al.  A Mathematical Model for Simulating the Hydrologic Response of a Watershed , 1968 .

[9]  Nam-won Kim,et al.  Temporally weighted average curve number method for daily runoff simulation , 2008 .

[10]  K. Beven Rainfall-Runoff Modelling: The Primer , 2012 .

[11]  David R. Maidment,et al.  Handbook of Hydrology , 1993 .

[12]  Ashok Pandit,et al.  ESTIMATION OF ANNUAL STORM RUNOFF COEFFICIENTS BY CONTINUOUS SIMULATION , 1996 .

[13]  Geographic Information Systems (GIS) for the Determination of Inundation Maps of Lake Mogan, Turkey , 2000 .

[14]  R. G. Greene,et al.  Urban Watershed Modeling Using Geographic Information System , 1995 .

[15]  T. I. Eldho,et al.  An advanced soil moisture accounting procedure for SCS curve number method , 2007 .

[16]  SCS CURVE NUMBER ESTIMATION USING REMOTE SENSING NDVI IN A GIS ENVIRONMENT , 2004 .

[17]  D. G. Durbude,et al.  Long‐term hydrologic simulation using SCS‐CN‐based improved soil moisture accounting procedure , 2011 .

[18]  V. Singh,et al.  Mathematical Modeling of Watershed Hydrology , 2002 .

[19]  Jeffrey G. Arnold,et al.  Development of a continuous soil moisture accounting procedure for curve number methodology and its behaviour with different evapotranspiration methods , 2008 .