Aldama AA (1990) Least-squares parameter estimation for Muskingum flood routing. Journal of Hydraulic Engineering, 116 (4): 580-586.
Aldridge BN and Garret JM (1973) Roughness coefficients for stream channels in Arizona: Report No. (-.) US Geological Survey in collaboration with Arizona Highway Department, Arizona, USA.
Angus GR (1987) A distributed version of the ACRU model. Unpublished MSc Eng Dissertation, Department of Agricultural Engineering, University of Natal, Pietermaritzburg, RSA.
Arcement GJ Jr and Schneider VR (1989) Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains [Internet]. Oklahoma Technical Press, Okalahoma, USA. Available from: https://shorturl.at/tzBEF [Accessed 15 July 2024].
Barfield BJ, Warner RC and Haan CT (1981) Applied Hydrology and Sedimentology for Distributed Areas. Oklahoma Technical Press, Oklahoma, USA.
Bauer SW and Midgley DC (1974) A simple procedure for synthesising direct runoff hydrographs. Report No. 1/74. Hydrological Research Unit of Department of Civil Engineering, University of Witwatersrand, Johannesburg, RSA.
Bauer SW (1975) Multiple Muskingum flood routing including flow losses and reservoir storages. Report No. 3/75. Hydrological Research Unit of Department of Civil Engineering, University of Witwatersrand, Johannesburg, RSA.
Blackburn J and Hicks FE (2001) Combined flood routing and flood level forecasting. Proceedings of the 15th Canadian Hydro Technical Conference, Canadian Society for Civil Engineering, Victoria British Columbia, Canada, 345-350.
Bray DI (1982) Regime equations for mobile Gravel-bed Rivers. In: - ed. RD Hey, JC Bathurst and C R Thronne Gravel bed rivers, Ch. 19. John Wiley and Sons. New York, USA, 517-552.
Caldecott RE (1989) A distributed model for hydrograph simulation and routing. Unpublished MSc Eng Dissertation, Department of Agricultural Engineering, University of Natal, Pietermaritzburg, RSA.
Charlton FG, Brown PH and Benson RW (1978) The hydraulic geometry of some gravel bed rivers in Britain. Report No. IT 180, Hydraulics Research Station, Wallingford, UK.
Choudhury P, Shrivastava RK and Narulkar SM (2002) Flood routing in river networks using equivalent Muskingum inflow. Journal of Hydrologic Engineering 7(6): 413-419.
Chow VT (1959) Open Channel Hydraulics, McGraw-Hill, New York, USA.
Chow VT, Maidment DR and Mays LW (1988) Applied Hydrology. McGraw-Hill, New York, USA.
Clark PB and Davies SMA (1988) Application of regime theory to wadi channels in desert conditions. In: White WR (ed.) International Conference on River Regime: Paper B3. Hydraulics Research Limited, Wallingford, UK, 67-82.
Cowan WL (1956) Estimating hydraulic roughness coefficients. Journal of Agricultural Engineering, 37 (7): 473-475.
Cunge JA (1969) On the subject of a flood propagation method. Journal of Hydraulics Research, 7 (-): 205-230.
DWAF (2003) Hydrological Information Systems [Internet]. Department of Water Affairs and Forestry, Pretoria, RSA. Available from:https://www.dws.gov.za/Hydrology/ [Accessed 24 April 2024].
Encyclopaedia of Nationmaster (2004) Thukela River [Internet]. Encyclopaedia, Free Software Foundation Inc. Boston, USA. Available from: http://www.nationmaster.com/encyclopedia/Tugela-River. [Accessed 19 May 2004].
ESRI (2000) Environmental System Research Institute, GIS and Mapping software package, California, USA.
Etcheverry BA (1915) Irrigation Practice and Engineering, Vol. II Conveyance of Water. McGraw-Hill, New York, USA.
Feng P and Xiaofang R (1999) Method of flood routing for multibranch rivers. Journal of Hydraulic Engineering, 125 (3): 271-276.
France PW (1985) Hydrologic routing with a microcomputer. Advanced Engineering Software, 7 (1): 8-12.
Fread DL (1981) Flood routing: a synopsis of past, present, and future capability. Proceedings of international symposium on rainfall-runoff modelling, Mississippi State University, Mississippi, USA, 521-541.
Fread DL (1998) NWS FLDWAV model theoretical description [Internet]. Hydrologic Research Laboratory Office of Hydrology, National Weather Service (NWS) Maryland, USA. Available from: from:https://shorturl.at/jrBS2[Accessed 24 April 2024].
Fread DL (1993) Flow routing. In: Maidment DR (ed.) Handbook of Hydrology. Ch. 10. McGraw-Hill, New York, USA, 1-36.
Garg SK (1992) Irrigation Engineering and Hydraulics Structures, Khanna Publishers, Delhi, India.
Gelegenis JJ and Sergio ES (2000) Analysis of Muskingum equation-based flood routing schemes. Journal of Hydrologic Engineering, 5 (1):102-105.
Gill MA (1978) Flood routing by the Muskingum method. Journal of Hydrology, 36: 353-363.
Gill MA (1992) Numerical solution of Muskingum equation. Journal of Hydraulic Engineering, 118 (5): 804-809.
Green IRA and Stephenson D (1985) Comparison of Urban Drainage Models for Use in South Africa. Report No. 115/6/86.Water Research Commission, Pretoria, RSA.
Haktanir T and Ozmen H (1997) Comparison of hydraulic and hydrologic routing on three long reservoirs. Journal of Hydraulic Engineering, 123 (2): 153-156.
Heggen RJ (1984) Univariate least squares Muskingum flood routing. Water Resources Bulletin, 20 (1):103-107.
Herbst PH (1968) Flood Estimation for Ungauged Catchments. Report No. 46. Division of Hydrology, Department of Water Affairs, Pretoria, RSA.
Hey RD and Thorne CR (1986) Stable channels with mobile gravel Beds, Journal of Hydraulic Engineering, ASCE, 112 (8): 671-689.
Kellerhals R (1976) Stable channels with gravel paved beds. Journal of Waterways and Harbours Division, 102 (7): 813-829.
KenBohuslay PE (2004) Hydraulic design manual [Internet]. Texas Department of Transportation Design Division. Texas, USA, Available from: https://shorturl.at/mEHV3 [Accessed 4 May 2024].
Klaassen GJ and Vermeer K (1988) Channel Characteristics of the Braiding Jamuna River, Bangladesh. Delft Hydraulics, The Netherlands. In: ed. White, WR, International Conference on River Regime. Paper E1. Hydraulics Research Limited, Wallingford, UK, 173-189.
Koegelenberg FH, Lategang MT, Mulder DJ, Reinders FB, Stimie CM and Viljoen PD ( 1997) Channels. In: Kegelenberg FH (ed.) Irrigation Design Manual, Ch.7. Institute for Agricultural Engineering, Silverton, RSA, 1-26.
Kundzewicz ZW and Strupczewski WG (1982) Approximate translation in the Muskingum model. Journal of Hydrological Sciences, 27 (-): 19-17.
Kundzewicz ZW (2002) Prediction in ungauged basins; A systemic perspective [Internet]. Research Centre for Agricultural and Forest Environment, Polish academy of Sciences, Bukowska, Poland. Available from: https://shorturl.at/aDGT1 [Accessed 24 April 2024].
KZN Tourist Map (2003) 1:100 000 KZN Tourist Map. AC BRABY & Tourism KZN, Pinetown, RSA.
Lacey G (1930) Stable channels in alluvium, Minutes of Proceedings of Institute of Civil Eng, 229 (-):259-292.
Lacey G (1947) A general theory of flow in alluvium, Journal supplement, Institute of Civil Eng., No. 8, paper 5518, 425-451.
Land & Water Australia (2004) Stream roughness-Cowan method [Internet]. The river team, Canberra, Australia. Available from: http://www.rivers.gov.au/roughness/cowan.htm. [Accessed 1 July 2004].
Lawler EA (1964) Flood routing, In: Handbook of Applied Hydrology (ed.) Section 25-II. River Division, US Army Corps of Engineers, Ohio, USA, 35-58.
Limerinos JT (1970) Determination of the Manning coefficient from measured bed roughness in natural channels. US Geological Survey Water Supply Paper No.1898-B. California Department of Water Resources, California, USA.
Linsley RK, Kohler MA and Paulus JLH (1982) Hydrology for Engineers. McGraw-Hill New York, USA.
Linsley RK, Kohler MA and Paulus JLH (1988) Hydrology for Engineers. McGraw-Hill New York, USA.
Moramarco T and Singh VP (2001) Simple method for relating local stage and remote discharge. Journal of Hydrologic Engineering, 6 (1): 78-81.
McCarthy GT (1938) The unit hydrograph and flood routing. In: US Army Corps of Engineers (ed.) Proceedings of Conference of North Atlantic Division. US Engineers Office. Providence, USA.
Mohan S (1997) Parameter estimation of non-linear Muskingum models using genetic algorithm. Journal of Hydraulic Engineering, 123 (2):137-142.
Muthiah P, O’Connell PE and Raju KGR (2001) Field application of a variable-parameter Muskingum method. Journal of Hydrologic Engineering, 6 (3):196-207.
Mutreja KN (1986) Applied Hydrology. Tata McGraw-Hill, New Delhi, India.
Nash JE and Sutcliffe JV (1970) River flow forecasting through conceptual models. Part I –A discussion of principles. Journal of Hydrology, 10 (2):82-290.
NERC (1975) Flood routing studies. Report No. V-III, Natural Environment Research Council, London, UK.
Nixon M (1959) A study of bank full discharge of the rivers in England and Wales, Proceedings of the Institution of Civil Engineers, 12 (-): 157-174.
NRCS (1972) Flood Routing [Internet], Natural Resources Conservation Service, US Department of Agriculture, Beltsville, USA. Available from:https://rb.gy/jazit2 [Accessed 24 April 2024].
O'Donnell T (1985) A direct Three–Parameter Muskingum Procedure incorporating lateral inflow. Hydrological Sciences, 30 (4): 497-495.
O’Donnell TP, CP and Woods RA (1988) An improved three-parameter Muskingum routing procedure. Journal of Hydraulic Engineering, 114 (5): 516-529.
Perumal M and Raju KGR (1998) Variable-parameter stage-hydrograph routing method. I: Theory. Journal of Hydrologic Engineering, 3 (2):109-114.
Pitman WV and Stern JA (1981) Design flood determination in SWA-Namibia: Report No. 14/81.University of Witwatersrand, Johannesburg, RSA.
Ponce VM (1989) Engineering Hydrology. Prentice-Hall Inc., New Jersey, USA.
Ponce VM and Yevjevich V (1978) Muskingum-Cunge method with variable parameters. Journal of the Hydraulics Division, 104 (12): 1663-1667.
Ponce VM, Lohani AK and Scheyhing C (1996) Analytical verification of Muskingum- Cunge routing. Journal of Hydrology Amsterdam, 174 (-): 235-241.
Punmia BC and Pande BBL (1981) Irrigation and Waterpower Engineering, Standard Publishers Distributors, Delhi, India.
Reed DW (1984) A review of British floods forecasting practice. Report. No. 90. Institute of Hydrology, Willington, UK.
SAICEHS (2001) Quality Flow Measurements at Mine Sites [Internet]. Science Applications International Corporation Environment and Health Science Group, Environment Protection Agency, Idaho Falls, USA. Available from: https://rb.gy/521ogg. [Accessed 24 April 2024].
Savenije HHG (2003) The width of a bank full channel; Lacey’s formula explained. Journal of Hydrology 276 (2003): 176-183.
Shaw EM (1994) Hydrology in Practice. TJ press (Padstow) LTD, Cornwall, UK.
Shen HW and Julien PY (1993) Erosion and Sediment Transport. In: Maidment DR (ed.) Handbook of Hydrology, Ch. 12. McGraw-Hill, New York, USA, 1-61.
Schulze RE, Lynch SD, Smithers JC, Pike A and Schmidt EJ (1995) Statistical output from ACRU. In: Schulze RE (ed.) Hydrology and Agrohydrology: A Text to Accompany the ACRU 3.00 Agro hydrological Modelling System, AT Ch. 21. Water Research Commission, Pretoria, RSA, 1-35.
Schulze RE, Howe BJ Lynch SD, Maharaj M and Melvile-Thomson B (1997) South African Atlas of Agrohydrology and-Climatology. Water Research Commission, Pretoria, RSA.
Schulze RE and Taylor V (2002) Hydrology for Environment, life and policy [Internet]. Basin Initiative Thukela Catchment KZN, South Africa. Available from: http://www.riob.org/ag2002/Thukela.htm [Accessed 12 April 2004].
Simons DB and Albertson ML (1963) Uniform water conveyance Channels in alluvial material. TASAE, 128 (3399).
Singh VP and McCann RC (1980) Some notes on Muskingum method of flood routing. Journal of Hydrology, 48: 343-361.
Singh VP (1988) Rainfall-Runoff Modeling. Prentice Hall, New Jersey, USA.
Singh VP and Woolhiser AD (2002) Mathematical modelling of watershed hydrology. Journal of Hydrologic Engineering, 7 (4): 270-292.
Smithers JC and Caldecott RE (1993) Development and verification of hydrograph routing in a daily simulation model. Water SA, 19 (3): 263 - 267.
Smithers JC and Caldecott RE (1995) Hydrograph Routing. In: Schulze RE (ed.) Hydrology and Agro-hydrology: A Text to Accompany the ACRU 3.00 Agro-hydrological Modelling System. AT Ch. 13. Water Research Commission, Pretoria, RSA, 1-10.
Smithers JC (2003) Convert varying increment time series to fixed increment time series FORTRAN program. School of Bioresources Engineering and Environmental Hydrology, University of KwaZulu-Natal, Pietermaritzburg, RSA.
South Africa Map (1989) 1:50 000 South Africa Map. Chief Directorate: Surveys and land Information, Pretoria, RSA.
SPSS11 (2003) Statistical Software Package, Chicago, USA.
Thukela Basin Consultants (2001) Thukela Water Project Feasibility Study Engineering Investigations Main Report. Report No. PBV000-00-3199. Department of Water Affairs and Forestry, Pretoria, RSA.
Tung YK (1985) River flood routing by non-linear Muskingum method. Journal of Hydraulic Engineering, 111 (12): 1447-1460.
US Army Corps of Engineers (1993) River Hydraulics [Internet]. US Army Corps of Engineers Manual 1110-1-1416, Washington, DC, USA. Available from: https://rb.gy/1p0ti3. [Accessed 24 April 2024].
US Army Corps of Engineers (1994a) Engineering Design and Flood-Runoff Analysis. [Internet]. US Army Corps of Engineers Manual 1110-2-1417, Washington DC, USA. Available from: https://rb.gy/77mkle. [Accessed 15 April 2024].
US Army Corps of Engineers (1994b) Methods for Predicting n Values for the Manning Equation [Internet], US Army Corps of Engineers Manual 1110-2-1601, Washington DC, USA. Available from: https://rb.gy/gze1c0.[Accessed 24 April 2024].
Viessman W, Lewis GL and Knapp JW (1989) Introduction to Hydrology. Harper and Row, New York, USA.
Wilson BN and Ruffin JR (1988) Comparison of physically based Muskingum methods. Transactions of ASAE, 31 (-): 91-97.
Wilson EM (1990) Engineering Hydrology. MacMillan, Hong Kong, China.