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