List of Tables

A structured guide to all tables included in the Muskingum flood routing book.

List of Tables

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Table 2.1Coefficients of Equation 2.29 (after Clark and Davies, 1988).
Table 2.2Base roughness coefficient values (Arcement and Schneider, 1989).
Table 2.3Adjustment for channel roughness values (after Arcement and Schneider, 1989).
Table 3.1Summary of reaches and gauging stations used.
Table 3.2Field observed data for assumed cross-sections.
Table 3.3Field survey data.
Table 3.4Roughness coefficient values for the reaches.
Table 4.1Estimation of celerity for various channel shapes (Viessman et al., 1989).
Table 4.2Hydraulic mean depth (after Chow, 1959 and Koegelenberg et al., 1997).
Table 5.1Estimated parameters for Reach-I using the M-Cal method.
Table 5.2Estimated parameters for Reach-I using the M-Ma method.
Table 5.3Results for Reach-I using the M-Cal method.
Table 5.4Results for Reach-I using the M-Ma method.
Table 5.5Estimated parameters for Reach-II using the M-Cal method.
Table 5.6Estimated parameters for Reach-II using the M-Ma method.
Table 5.7Results for Reach-II using the M-Cal method.
Table 5.8Results for Reach-II using the M-Ma method.
Table 5.9Estimated parameters for Reach-III using the M-Cal method.
Table 5.10Estimated parameters for Reach-III using the M-Ma method.
Table 5.11Results for Reach-III using the M-Cal method.
Table 5.12Results for Reach-III using the M-Ma method.
Table 5.13Hydraulic parameters for Reach-I estimated using the MC-E method.
Table 5.14Hydraulic parameters for Reach-I estimated using the MC-X method.
Table 5.15Estimated parameters for Reach-I using the MC-E method.
Table 5.16Estimated parameters for Reach-I using the MC-X method.
Table 5.17Results for Reach-I using the MC-E method.
Table 5.18Results for Reach-I using the MC-X method.
Table 5.19Hydraulic parameters for Reach-II using the MC-E method.
Table 5.20Hydraulic parameters for Reach-II using the MC-X method.
Table 5.21Estimated parameters for Reach-II using the MC-E method.
Table 5.22Estimated parameters for Reach-II using the MC-X method.
Table 5.23Results for Reach-II using the MC-E method.
Table 5.24Results for Reach-II using the MC-X method.
Table 5.25Hydraulic parameters for Reach-III using the MC-E method.
Table 5.26Hydraulic parameters for Reach-III using the MC-X method.
Table 5.27Estimated parameters for Reach-III using the MC-E method.
Table 5.28Estimated parameters for Reach-III using the MC-X method.
Table 5.29Results for Reach-III using the MC-E method.
Table 5.30Results for Reach-III using the MC-X method.
Table A.1Geometrical properties of general channel shapes (Koegelenberg et al., 1997).

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