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    Discussion of “<i>Generating Designs for Wastewater Systems</i>” by Shoou‐Yuh Chang and Shu‐Liang Liaw (Oct., 1985, Vol. 111, No. 5) 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): S. S. Naik; P. Khanna
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Unified Analysis of Biofilm Kinetics</i>” by Makram T. Suidan and Yi‐Tin Wang (Oct., 1985, Vol. 111, No. 5) 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): A. P. Annachhatre; P. Khanna
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Sulfide‐Induced Inhibition of Anaerobic Digestion</i>” by Barry L. Hilton and Jan A. Oleszkiewicz (December, 1988, Vol. 114, No. 6) 

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): P. P. Karhadkar; P. Khanna
    Publisher: American Society of Civil Engineers
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    Optimal Design of Branched Water Supply Networks 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Anand V. Chiplunkar; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: A rational procedure for the optimization of branched water supply networks is developed in closed form. Two case studies are presented to illustrate the procedure for the optimal design of complete gravity systems and ...
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    Pumped Wastewater Collection Systems Optimization 

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): Vijay S. Kulkarni; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: Identifying the need for intermediate and/or end pumping in real life wastewater collection systems, an optimization algorithm is developed for the design of gravity‐cum‐pumped systems with recourse to dynamic programming. ...
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    Unsteady‐State Biofilm Kinetics 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): A. P. Annachhatre; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: A single substrate unsteady-state model describing biofilm kinetics during the growth phase of biofilm is presented. The model incorporates Monod-type kinetics and diffusive mass transport. The proposed non-dimensional ...
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    Closure to “<i>Optimal Design of Branched Water Supply Networks</i>” by Anand V. Chiplunkar and P. Khanna (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Anand V. Chiplunkar; P. Khanna
    Publisher: American Society of Civil Engineers
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    Gravity Wastewater Collection Systems Optimization 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): A. Gupta; S. L. Mehndiratta; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: A computer algorithm for the selection of optimal depth‐diameter combinations for all links of a complete gravity wastewater collection system has been developed using dynamic programming. The algorithm incorporates two ...
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    Neural Network Model for Consequence Analysis of Developmental Proposals 

    Source: Journal of Urban Planning and Development:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Suju M. George; P. Ram Babu; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: Application of neural networks for regional system identification is reported in the context of sustainable development. Neural network I captures relationships among natural resource status, economic conditions, amenities, ...
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    Pilot‐Scale Distillery Spentwash Biomethanation 

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): P. P. Karhadkar; B. K. Handa; P. Khanna
    Publisher: American Society of Civil Engineers
    Abstract: Mesophilic biomethanation of distillery spentwash has been investigated at a pilot scale with a diphasic anaerobic process. An operational strategy to suppress sulfide inhibition through pH control in the methane phase has ...
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