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<br />SUGGESTED FURTHER READING <br /> <br />1. US Army Corps of Engineers, 1979. "Introduction and Application of Kinematic <br />Wave Routing Techniques Using HEC-1". Training Document No. 10., Hydrologic <br />Engineering Center, Davis, CA. <br /> <br />2. Ponce, V. M.; and Windingland, D., 1985. "Kinematic Shock; Sensitivity <br />Analysis", Journal of Hydraulic Engineering Vol. III, No.4, pp 600-611. <br /> <br />3. Hromadka II, T. V.; and DeVries, J. J., 1988. "Kinematic Wave Routing and <br />Computational Error", Journal of Hydraulic Engineering, Vol. 114, No.2, pp 207-217. <br /> <br />4. Engman, E. T, 1986. "Roughness Coefficients for Routing Surface Runoff," <br />Journal of Irrigation and Drainage EngineElring, Vol. 112, No.1, pp 39-53. <br /> <br />5. Dawdy, D. R., 1991. "Comparison of USGS and HEC-1 Kinematic Wave Runoff <br />Models," in Recent Advances in the Modeling of Hydrologic Systems, pp 549-557. <br />Klyver Academic Publishers, Netherlands. <br /> <br />6. US Army Corps of Engineers, 1990. "HEC-1 Flood Hydrograph Package - User's <br />Manual," pp 24-36, Hydrologic Engineering Center, Davis, CA. <br /> <br />7-69 <br />