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    Algorithms for Computerized Estimation of Thiessen Weights 

    Source: Journal of Computing in Civil Engineering:;2009:;Volume ( 023 ):;issue: 004
    Author(s): N. Panigrahy; S. K. Jain; Vijay Kumar; P. K. Bhunya
    Publisher: American Society of Civil Engineers
    Abstract: The Thiessen polygon method is commonly used in hydrological modeling to estimate average areal rainfall from point measurements. This paper presents and compares two fast methods for computerized estimation of Thiessen ...
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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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    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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    Development of Optimal and Physically Realizable Unit Hydrograph 

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 006
    Author(s): Sharad K. Jain; V. P. Singh; P. K. Bhunya
    Publisher: American Society of Civil Engineers
    Abstract: Optimization techniques for deriving a unit hydrograph (UH) have received considerable attention. But the UHs derived in some studies are not physically justifiable as the recession limb has a wavy shape. This study extends ...
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    Closure to “Development of Optimal and Physically Realizable Unit Hydrograph” by Sharad K. Jain, V. P. Singh, and P. K. Bhunya 

    Source: Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Sharad K. Jain; V. P. Singh; P. K. Bhunya
    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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    Closure to “Hybrid Model for Derivation of Synthetic Unit Hydrograph” by P. K. Bhunya, N. C. Ghosh, S. K. Mishra, C. S. P. Ojha, and R. Berndtsson 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): P. K. Bhunya; N. C. Ghosh; S. K. Mishra; C. S. Ojha; Ronny Berndtsson
    Publisher: American Society of Civil Engineers
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    Simple Parameter Estimation Technique for Three-Parameter Generalized Extreme Value Distribution 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): P. K. Bhunya; S. K. Jain; C. S. Ojha; A. Agarwal
    Publisher: American Society of Civil Engineers
    Abstract: This note simplifies the widely used parameter estimator methods, namely, method of moments (MOM) and probability weighted moment (PWM) for the three-parameter generalized extreme value (GEV) distribution for improved ...
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    Parameter Estimation of Beta Distribution for Unit Hydrograph Derivation 

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author(s): P. K. Bhunya; S. K. Mishra; C. S. P. Ojha; Ronny Berndtsson
    Publisher: American Society of Civil Engineers
    Abstract: Traditionally used methods for developing a synthetic unit hydrograph (SUH) are well known for their limitations. In last few decades, use of probability distribution functions in developing SUHs has received much attention. ...
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    Hybrid Model for Derivation of Synthetic Unit Hydrograph 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): P. K. Bhunya; N. C. Ghosh; S. K. Mishra; C. S. Ojha; Ronny Berndtsson
    Publisher: American Society of Civil Engineers
    Abstract: Splitting the Nash single linear reservoir into two serially connected reservoirs of unequal storage coefficients (one hybrid unit) for a physically realistic response, a hybrid model is introduced for derivation of a ...
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