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    Analytical Approach for Derivation of Oscillation-Free Altered Duration Unit Hydrographs 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): P. R. Patil; S. K. Mishra
    Publisher: American Society of Civil Engineers
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    Reliability-Based Assessment of Municipal Solid Waste Landfill Slope 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2017:;Volume ( 021 ):;issue: 002
    Author(s): S. Rajesh; K. Babel; S. K. Mishra
    Publisher: American Society of Civil Engineers
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    Improved SCS-CN–Inspired Model 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 011
    Author(s): P. Suresh Babu; S. K. Mishra
    Publisher: American Society of Civil Engineers
    Abstract: The present study enhances the Soil Conservation Service curve number (SCS-CN) predictions by improving the model structure, considering the following issues of concern: implementation of antecedent moisture condition ...
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    Partitioning Analog for Metal Elements in Urban Rainfall-Runoff Overland Flow Using the Soil Conservation Service Curve Number Concept 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): S. K. Mishra; J. J. Sansalone; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Employing the basic proportionality concept of the popular Soil Conservation Service curve number (SCS-CN) methodology, 12 metal elements, Zn, Cd, Pb, Ni, Mn, Fe, Cr, Mg, Al, Ca, Cu, and Na, are partitioned between dissolved ...
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    Simplified Two-Parameter Gamma Distribution for Derivation of Synthetic Unit Hydrograph 

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 004
    Author(s): P. K. Bhunya; S. K. Mishra; Ronny Berndtsson
    Publisher: American Society of Civil Engineers
    Abstract: Several methods for synthetic unit hydrographs are available in the literature. Most of them involve manual, subjective fitting of a hydrograph through few data points. Because it is difficult, the generated unit hydrograph ...
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    Regional Flow-Duration Models for Large Number of Ungauged Himalayan Catchments for Planning Microhydro Projects 

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 004
    Author(s): R. D. Singh; S. K. Mishra; H. Chowdhary
    Publisher: American Society of Civil Engineers
    Abstract: In the Himalayan region of India, most prospective sites for microhydro projects are ungauged and there are insignificant data for analysis. Design flow estimates are made using a regional flow-duration curve. Regional ...
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    Discussion of “Approach to Confidence Interval Estimation for Curve Numbers” by Richard H. McCuen 

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 004
    Author(s): P. K. Bhunya; S. K. Mishra; R. Berndtsson
    Publisher: American Society of Civil Engineers
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    Closure to “Simplified Two-Parameter Gamma Distribution for Derivation of Synthetic Unit Hydrograph” by P. K. Bhunya, S. K. Mishra, and Ronny Berndtsson 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): P. K. Bhunya; S. K. Mishra; Ronny Berndtsson
    Publisher: American Society of Civil Engineers
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    Improved Storm Duration and Antecedent Moisture Condition Coupled SCS-CN Concept-Based Model 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 011
    Author(s): Ram Kumar Sahu; S. K. Mishra; T. I. Eldho
    Publisher: American Society of Civil Engineers
    Abstract: The Soil Conservation Service curve number (SCS-CN) method is a well-recognized technique for the estimation of direct surface runoff from a rainfall event. Most of the recently developed SCS-CN–based models including the ...
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    Special Issue on Soil Conservation Service Curve Number (SCS-CN) Methodology 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 011
    Author(s): S. K. Mishra; Ashish Pandey; Vijay P. Singh
    Publisher: American Society of Civil Engineers
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