Alvarado, L.G. 1982. Calibration strategies for SWMM modelling. Proc. Stormwater and water quality model users group meeting, Oct 18-19, 1982. Ottawa, Ontario. pp 36-50.

Ayyub, B.M. and McCuen, R.H. 1985(7?). Quality and uncertainty assessment of wildlife habitat with fuzzy sets. J. Water Resources Planning and Management. 113(1):95-109.

Baffaut, C. 1988. Knowledge techniques for the analysis of urban runoff using SWMM. Ph.D. thesis. Purdue U. 321 pp.

-----, and Delleur, J.W. 1989. Expert system for calibrating SWMM. J. Water Resources Planning and Management. 115(3): 278-298.

-----, 1990. Calibration of SWMM runoff quality model with expert system. J. Water Resources Planning and Management. 116(2): 247-261.

Beck, M.B. 1987. Water quality modelling: a review of the analysis of uncertainty. Water Resources Research 23(8):1393-1442. August 1987.

Beck, M.B. 1976. Identification and parameter estimation of biological process models. In:Systems simulation in water resources, G.C.Vansteenkiste, ed. North-Holland. pp 19-43.

-----, 1983. Uncertainty, system identification, and the prediction of water quality. In: Uncertainty and forecasting of water quality, M.B. Beck and G. van Straten, eds. Springer-Verlag 1983. pp 3-68.

Bonema and Sangal 1994. A methodology for calibrating SWMM models. In: Current Practices in modelling the management of stormwater impacts. Lewis Publishers. 1994 pp375-388.

Bower, D.E. 1985. Evaluation of the Precipitation-runoff modelling system, Beaver Creek, Kentucky. USGS Water Resources Investigations report 84-4316. 1985. 39pp.

Brabets, T.P. 1987. Quantity and quality of urban runoff from the Chester Creek Basin, Anchorage, Alaska. USGS Water Resources Investigations report 83-4238. 1983. 207pp.

Brendecke, C.M. Laiho, D.R., and Holden, D.C. 1985. Comparison of two daily streamflow simulation models of an alpine watershed. J. Hydrology. 77:171-186. 1985.

Brundtland, H., 1987. Our Common Future - World Commission on Environment and Development, United Nations Brundtland Commission 1987. pp. ?.

Carey, W.P. and Simon, A. 1984. Physical basis and potential estimation techniques for soil erosion parameters in the precipitation-runoff modelling system. USGS Water Resources Investigations report 84-4218. 32pp 1984.

Chaudhury, R.R. 1993. Stormwater modelling of a combined sewer system. Ph.D. thesis. U. of Rhode Island. 707 pp.

Dennison, K.D. 1985. A Database Environment and Sensitivity Framework for Continuous Water Quality Modelling", M.Eng. Mc Master U. Oct 1985, 292 pp.

Dickinson, R.E. and Thompson, G. 1993. Get Reno reference! Runoff Quantity and Quality Model Group Conference, Sponsored by ASCE . Reno NV, Nov 8-9 1993. in press.

Dilks, D.W. 1987. Analysis of water quality model uncertainty using a Bayesian Monte Carlo method. Ph.D. Thesis. U. of Michigan. Ann Arbor. 184 pp.

Dunn, A., 1986. Feasibility of a Real-Time Auto Sensitivity and Error Analysis Framework for Fuzzy Stormwater Modelling on Personal Computers, M.Eng. Thesis, McMaster U., May 1986, 130pp.

-----, and James, W., 1985. Extended Expert Systems. Proc. of the Stormwater and Water Quality Modelling Conf., sponsored by USEPA and Ontario Ministry of the Environment, Toronto, Canada, published by CHI, Hamilton, pp. 373-380, Dec 5-6, 1985.

El-Hosseiny, T. and James, W.,1991. Urban Drainage Simulation with Real-Time Error Analysis. Annual Conf. of CSCE, Vancouver, B.C., pp 306-314, May 29-31, 1991.

El-Sharkawy, A and Kummler, R.H. 1984. Sensitivity analysis of SWMM predictions of water quality in the Detroit River. Proc. Stormwater and water quality model users group meeting, Apr 12-13, 1984. USEPA 600/9-85-003. pp 67-80.

Gore, A., 1992. Earth in the Balance - Ecology and the Human Spirit. Houghton Mifflin Company, New York, New York, 1992, 408 pp.

Han, J. 1981. Investigation and development of urban hydrologic models. Ph.D. thesis Purdue U308pp.

Huber, W.C. 1993. Methods vs. parameters: the importance of parameter estimation and sensitivity analysis in hydrology. In: Water resources education: a lifetime of learning. AWRA. 1993 pp151-158.

Huber, W.C., 1992. Experience with the U.S. EPA SWMM Model for Analysis and Solution of Urban Drainage Problems. Inundaciones Y Redes de Drenaje Urbano, Dolz J., Gomez, M., and J.P. Martin eds., Colegio de Ingenieros de Caminos, Canales y Puertos, May 1992. pp. 199-220.

Huber, W.C., 1992. Prediction of Urban Nonpoint Source Water Quality: Methods and Models. Paper presented at the International Symposium on Urban Stormwater Management, Sydney 4-7 February 1992. pp.?.

Huber, W.C. and Dickinson, R.E 1988. Storm water management model user's manual, version 4. EPA/600/3-88/001a. (NTIS PB88-236641/AS) U.S.EPA, Athens, Ga.

Hwang, J.H. 1985. Uncertainty analysis in mathematical water quality modelling. Proc.Stormwater and water quality model users group meeting, Dec 5-6 1985 pp 81-100.

Ibrahim, Y and Liong, S-Y. 1993. A method of estimating optimal catchment model parameters. Water Resources Research 29(9):3049-3058.

Irvine, K.N., Loganathan, B.G., Pratt, E.J., and Sikka, H.C. 1993. Calibration of PCSWMM to estimate metals, PCBs and HCB in CSOs from an industrial sewershed. In: New techniques for modelling the management of stormwater quality impacts. Ed. W. James. Lewis Publishers, ISBN 0-87371-898-4. pp 215-242.

James, W. in press. Channel and Habitat Change Downstream of Urbanisation. Engineering Foundation Conf. on Urban Runoff and Receiving Streams, Crested Butte, Colorado, pp xxxxxx, Aug 4-9, 1991.

-----, 1993a Need for 3-generation stormwater quality impacts models. USEPA Invited Conference on Model-building for Great Lakes Water Quality problems of the 2000's. Heidelberg College, Tiffin, OH. Aug 4-6. unpublished; copy available from author

-----, 1993b Stormwater Management Modelling Conceptual Workbook. Pub. by CHI Guelph. 200 pp.

-----, and James, W.R.C. 1993. PCSWMM4 - a public-domain, graphics-oriented shell for easing the design-use of SWMM4. Runoff Quantity and Quality Model Group Conference, Sponsored by ASCE . Reno NV, Nov 8-9 1993. in press.

-----, and Robinson, M.A. 1981a. Standard terms of reference to ensure satisfactory computer-based urban drainage design studies. Can J Civ. Engrg 8:294-303.

-----, ----- 1981b. Standards for Computer-based Design Studies, J. of the Hydraulics Division, ASCE, 107(HY7) Proc. Paper 16385: 919-930, July.

-----, ----- 1985. Required Time and Space Resolution for Continuous Dynamic Storm and Runoff Modelling and for Associated Field Data. ASCE Hydraulics Specialty Conf. on Hydraulics and Hydrology in the Small Computer Age, Orlando, pp. 1160-1165, Aug 1985.

-----, ----- 1986a. Continuous Deterministic Urban Runoff Modelling. Int. Symp. in Urban Drainage Modelling, Dubrovnik, Yugoslavia, published by Pergamon Press, London, pp. 347-378, Apr 1986.

-----, ----- 1986b. Continuous Modelling of Downstream River Erosion caused by 40 Years of Urbanization. Water Forum '86, A.S.C.E., Long Beach, California, pp. 1710-1717, Aug 4-6, 1986.

-----, and Shivalingaiah, Boregowda, 1986. Continuous Mass Balance of Pollutant Build-up Processes, Proc. NATO Advanced Research Workshop on Urban Runoff Pollution, Montpellier, France, Aug 25-30, 1985, published by Springer-Verlag in Urban Runoff Pollution (Series G. Vol. 10), pp. 243-271, 1986.

Jewell, T.K., Nunno, T.J., and Adrian, D.D. 1978. Methodology for calibrating stormwater models. Proc. Stormwater and water quality model users group meeting, May 4-5 1978. USEPA 600/9-78-019 pp 125-169.

Jewell, T.K. 1974. Application and testing of the U.S.EPA SWMM to Greenfield, Mass. MSc project report. Univ of Massachusetts.

Kuch, A. J. 1994. A sensitivity analysis shell for complex continuous water quality management modelling. M.Sc. Thesis. Univ of Guelph. ca.120 pp. January 1994.

-----, and James, W. 1993. A sensitivity analysis tool for three generation continuous urban storm water quality management modelling. Runoff Quantity and Quality Model Group Conference, Sponsored by ASCE . Reno NV, Nov 8-9 1993. in press.

Leavesley, G.H., Lichty, R.W., Troutman, B.M. and Saindon, L.G. 1983. Precipitation-runoff modelling system user's manual. Water Resources Investigations 83-4238. USGS. Denver Colo. 80225. ca 207 pp.

Liong, S.Y. , Chan, W.T and Lum, L.H. 1990. Knowledge-based system for SWMM runoff component calibration. J. Water Resources Planning and Management. 117(5): 507-521.

Marsalek, J. 1982 Discussion of: SWMM model and level of discretization. J. Hydraulics Div ASCE. 108:1773-1776. See Zaghloul, below.

Medina, M. 1993.In Pollution Control Planning

Mein, R.G. and Brown, B.M. 1978. Sensitivity of optimized parameters in watershed models. Water Resources Research, 14(2):299-303.

Qaisi, K. 1985. Uncertainty analysis of stream dissolved oxygen models. Ph.D. thesis. U. of Michigan Ann Arbor. 234 pp.

Orlob, G.T. 1992. Water-quality modelling for decision making. J. Water Resources Planning and Management. 118(3): 295-307.

Reed, L.A. 1986. Verification of the PRMS sediment-discharge model. Proc 4th Federal Interagency sedimentation conf. Mar 24-27. Las Vegas, Nev. pp6-44 to 6-54.

Rivera Santos, J. 1990. Parameter estimation in conceptual precipitation-runoff models with emphasis on error analysis. Proc of Int. Symp. on Tropical hydrology and 4th Caribbean Islands water resources congress, San Juan, Puerto Rico, Jul 22-27, 1990. Amer. Water Resources Assoc. pp91-100.

Rivera Santos, J. 1988. A methodology for parameter estimation in conceptual precipitation-runoff models with emphasis on error analysis. Ph.D. thesis. U. of Colorado Boulder. 279 pp.

Scavia, D. 1980. Uncertainty analysis of a lake eutrophication model. Ph.D. thesis. U. of Michigan Ann Arbor. 174 pp.

Seo, Dong-il. 1991. Optimal complexity analysis of total phosphorus models. Ph.D. thesis. U. of Michigan Ann Arbor. 173 pp.

Southerland, E. 1982. A continuous simulation modelling approach to nonpoint pollution management. Ph.D. thesis. Virginia Polytechnic Institute and State U. 165 pp.

Stephenson, D., 1989. Selection of stormwater model parameters. J. of Environmental Engrg. 115(1): 210-220.

Thompson, D.B. 1989. Determining parameters for a continuous simulation model by estimation, synthetic calibration and analytic calibration. Ph.D. thesis. U. of Missouri-Rolla. 261 pp.

Thompson, D.B. and Westphal, J.A. 1989. Tilt at the windmill of runoff simulation. Proc of the Int Conf on catchment runoff, U of Virginia, Charlottesville. 1989. pp176-185.

Uber, J.G., Brill, E.B., and Pfeffer, J.T. 1992. Use of mathematical programming methods for complex systems. J. Water Resources Planning and Management. 118(3): 281-294.

Udhiri, S. 1984. The need to validate hydrologic models. Proc. Stormwater and water quality model users group meeting, Apr 12-13, 1984. USEPA 600/9-85-003. pp 175-188.

Walker, W.W. 1982. A sensitivity and error analysis framework for lake eutrophication modelling. Water Resources Bulletin. 18(1):53-60.

Wigmosta, M.S. 1991. Modelling and monitoring to predict spatial and temporal characteristics in small catchments. Ph.D. thesis. U of Washington. 202 pp.

Yan, J. 1990. Parameter estimation for multipurpose hydrologic models. Ph.D. thesis. Oklahoma State U. 184 pp.

Yen, B.C. 1993. Reliability and uncertainty analyses in hydraulic design. A sub-committee report. ASCE.

Zaghloul, N.A. 1981. SWMM model and level of discretization. J. of the Hydraulics Div. ASCE. 107(11):1535-1545. see also Marsalek above.

A larger reading list is being maintained, to provide a range of reading assignments for graduate students. The following have not been cited in this paper.

Abdel-Kader, S., 1994. The Utility of GIS Software in Manipulating Radar Rainfall Data for Storm Water Modelling. Master of Science Research Proposal, University of Guelph, unpublished.

Ahmed, F. 1994. title? Master of Science Research Proposal, University of Guelph, unpublished.

Bardossy, A. and Disse, M. 1993. Fuzzy rule-based models for infiltration. Water Resources Research 29(2)373-382.

Bhaskar, N.R., James, W.P. and Devulapalli, R.S. 1992. Hydrologic parameter estimation using geographic information system. J. Water Resources Planning and Management. 118(5):492-512.

Brown, L.C. 1985. Uncertainty analysis using QUAL2E. Proc. Stormwater and water quality model users group meeting, Dec 5-6 1985 pp 125-140.

Brundtland, H. 1987. Our coomon future. World Commission on Environment and Development, United Nations Brundtland Commission. pp

Calver, A. 1988. Calibration, sensitivity and validation of a physically-based rainfall-runoff model. J. of Hydrology. 103:103-115.

Crawford, N. 1993. The next major breakthrough... Paper presented at the U.S.EPA workshop on Developing dynamic watershed modelling capabilities for the Great Lakes tributaries. Heidelberg College, Tiffin, Oh. August 4-6, 1993.

Hendrickson, J.D. and Sorooshian, S. 1988. Comparison of Newton-type and direct search algorithms for calibration of conceptual rainfall-runoff models. Water Resources Resrch. 24(5):691-700.

Helton, J.C., Iman, R.L., Johnson, J.D. and Leigh, C.D. 1986. Uncertainty and sensitivity analysis of a model for muticomponent aerosol dynamics. Nuclear technology 73:320-342.

Hromadka, T.V. 1987. Uncertainty in hydrologic models: a review of the literature. Proc. Stormwater and water quality model users group meeting, Mar 23-24 1987. Denver Colo. USEPA pp 217-227.

Jaffe, P.R., Paniconi,C. and Wood, E.F. 1988. Model calibration based on random environmental fluctuations. J. Environmental Engrg. 114(5): 1136-1145.

Jewell, J., Nunno, T.J., and Adrian, D.D. 1978. Methodology for calibrating stormwater models. Proceedings of the Stormwater Management Model (SWMM) Meeting, May 4-5, 1978. pp125-169.

Kindler, J. 1992. Rationalizing water requirements with aid of fuzzy allocation model. J. Water Resources Planning and Management. 118(3):308-323.

Klemes, V.1987. Empirical and causal models in hydrologic reliability analysis. Procs NATO Institute on Engineering reliability and risk in water resources, Tucson, Ariz. May19-Jun2. 1985. ISBN 90-247-3492-4. pp391-403.

Kohberger, R., Scavia, D and Wilkinson, J.W. 1978. A method for parameter sensitivity analysis in differential equation models. Water Resources Research 14(1):25-29.

McCuen, R.H. 1973a. The role of sensitivity analysis in hydrologic modelling. J of Hydrology, 18:37-53.

-----, 1973b. Component sensitivity: a tool for the analysis of complex water resources systems. Water Resources Research. 9(1):243-247.

McNeil, D. and Freiberger, P. 1993. Fuzzy Logic. Simon and Schuster, New York, NY, 1993 319 pp.

Melching, C.S. and Anmangandla, S. 1992. Improved first-order uncertainty method for water-quality modelling. J. Hydraulics Div ASCE. 118(5):791-805.

Moore, S.F. 1973. Estimation theory applications to design of water quality monitoring systems. J. of the Hydraulics Div. ASCE. 99(5):815-831.

Morita, M., Jinda, S. and Izumi, K. 1993. Application of fuzzy theory to urban runoff prediction. 6th Int. Conf. on urban storm drainage. ASCE. Vol 1: pp 820-825.

Nix, S.J., Moffa, P.E. and Davis, D.P. 1991. The practice of combined sewer system modelling. Water Resources Bulletin. 27(2):189-200.

Rogers, C.C.M., Beven, K.J., Morris, E.M. and Anderson, M.G. 1985. Sensitivity analysis, calibration and predictive uncertainty of the Institute of Hydrology Distributed Model. J. of Hydrology, 18:179.1985.

Scheckenberger, R., 1983. Dynamically Spatially Variable Rain Models for Stormwater Management. Master in Engineering Thesis, McMaster University, May 1983, 146 pp.

Savic, D.A. 1990. An intelligent decision support system and use of fuzzy sets for reservoir analysis. Ph.D. thesis. U. of Manitoba. 253 pp.

Sorooshian, S. 1987. The impact of catchment modelling on hydrologic reliability. Procs NATO Institute on Engineering reliability and risk in water resources, Tucson, Ariz. May19-Jun2. 1985. ISBN 90-247-3492-4. pp 365-389.

Srikanthan, R. and McMahon, T.A., 1985. Stochastic Generation of Rainfall and Evaporation Data. Australian Water Resources Council Technical Paper No. 84, 1985. 301 pp.

Uchrin, C.G. 1980. Mathematical modelling of suspended solids and associated pollutant transport. Ph.D. thesis. U. of Michigan Ann Arbor. ca 360 pp.

Voit, G., 1993. Fuzzy Logic: Concepts to Constructs. AI Expert. November 1993 pp. 26-33.

Von Euw, E. 1990. A comprehensive comparison of three non-point-source pollution models on an agricultural watershed in Southern Ontario. M.Sc. Thesis. U. of Guelph. 134 pp.

Warwick, J.J., 1990. Estimating uncertainty of stormwater runoff computations. J. Water Resources Planning and Management. 116(2):187-204.

-----, and Cale, W.G., 1986. Determining the likelihood of obtaining a reliable model. J. Water Resources Planning and Management. 113(5):1102-1119.

-----, and Cale, W.G., 1986. Effects of parameter uncertainty in stream modelling. J.Environmental Engrg. 112(35):479-489.

-----, and Tadepalli, P., 1991. Efficacy of SWMM application. J. Water Resources Planning and Management. 117(3): 352-366.

Young, P. 1983. The validity and credibility of models for badly defined systems. In: Uncertainty and forecasting of water quality, M.B. Beck and G. van Straten, eds. Springer-Verlag 1983. pp 69-98.

Zaghloul, N.N and Al-Shurbaji, A.M. 1990. A storm water management model for urban areas in Kuwait. Water Resources Bulletin, 26(4):563-575.

And here are some more potential references from my personal list:

James, W. and Unal, A. 1984. "Evolving Data Processing Environment for Computational Hydraulics Systems", Can. J. of Civil Eng'rg, 11(2): 187-195, Jun.

James, W. and Robinson, M.A. 1982. "Interactive Processors for Design Use of Large Program Packages", Can. J. of Civil Eng'rg, 9(3): 449-457, Sept.

Unal, A., and James, W., "Continuous Hydrologic Processing in Local Area Networks of PC's", Int. Symp. on Water and Data Processing, Ecole Nationale des Ponts et Chaussees, Paris, France, pp. 137-146, May 28-30, 1986.

Dennison, K.D. and James, W., "A Database Environment and Sensitivity Framework for Continuous Water Quality Modelling", Proc. of the Stormwater and Water Quality Conf., sponsored by USEPA and Ontario Ministry of Environment, Toronto, Ont. published by CHI Hamilton, pp. 101-124, Dec 5-6, 1985.

Dunn, A. and James, W., "Real-Time Error and Sensitivity Analysis to Help Engineers Use Complex Programs Expertly", Int. Symp. on Water and Data Processing, Ecole Nationale Des Ponts Et Chaussees, Paris, France, pp. 196-205, May 28-30, 1986.

James, W. and Dunn, A., "An Integrated Conceptual Expert System for Flood and Water Pollution Management", Water Forum '86, A.S.C.E., Long Beach, California, pp. 158-165, Aug 4-6, 1986.

James, W. and Dunn, A.R., "Integrated Knowledge-based Software for Flood and Water Pollution Management", ASCE Water Resources Planning and Management Specialty Conf. on Computer Applications in Water Re sources, Buffalo, New York, pp. 611-619, Jun 10-12, 1985.

James, W. and Robinson, M., "Hydrologic Modelling of Continuous Urbanisation and Consequent Effects Downstream", 8th Can. Hydrotech. Conf., Montreal, Quebec, pp. 524-531, May 17-22, 1987.

Robinson, M. and James, W., "Continuous Variable Resolution Stormwater Modelling on a Microcomputer", Proc. of the Stormwater and Water Quality Modelling Conf., Sponsored by USEPA and Ontario Ministry of Environment, Burlington, Ontario, published by CHI Hamilton, pp. 59-74, Sept 6-7, 1984.

Unal, A. and James, W., "Centralized Time Series Management Programs for Continuous SWMM3 on Personal Microcomputers", Proc. of the Stormwater and Water Quality Modelling Conf., Sponsored by USEPA and Ontario Ministry of Environment, Burlington, Ontario, published by CHI Hamilton, pp. 91-100, Sept 6-7, 1984.

Unal, A., "Centralised Time Series Management for Continuous Hydrology on Personal Microcomputer Networks", Ph.D. Thesis, McMaster U., Dec 1985, 185 pp.

More references from Beck and River-Santos:

Aitken, A.P., 1973: "Assessing Systematic Errors in Rainfall-Runoff Models." Journal of Hydrology, 20:121-136.

Amorocho, J. and B. Espildora, 1973: "Entropy in the Assessment of Uncertainty in Hydrologic Systems and Models." Water Resources Research, 9(6):1511-1522.

Beck, M.B., 1980: "Application of System Identification and Parameter Estimation in Water Quality Modelling." In: Hydrological Forecasting, Proceedings of the Oxford Symposium, April, 1980, International Association of Hydrological Sciences, IAHS, 129:123-131.

Beck, J.V. and K.J. Arnold, 1977: Parameter Estimation in Engineering and Science. John Wiley and Sons, Inc. NY.

DeCoursey, D.G. and W.M. Snyder, 1969: "Computer-Oriented Method of Optimizing Hydrologic Model Parameters." Journal of Hydrology, 9:34-56.

Garrick, M., C. Cunnane, and J.E. Nash, 1978: "A Criterion of Efficiency for Rainfall-Runoff Models." Journal of Hydrology, 36:375-381.

Gupta, V.K. and S. Sorooshian, 1985: "The Automatic Calibration of Conceptual Catchment Models Using Derivative-Based Optimization Algorithmsm/" Water Resources Research, 21(4):473-485.

Isabel, D. and J.-P. Villeneuve, 1986: "Importance of the Convergence Criterion in the Automatic Calibration of Hydrological Models." Water Resources Research, 22(10):1367-1370.

Jackson, D.R. and G. Aron, 1971: "Parameter Estimation in Hydrology: The State of the Art." Water Resources Bulletin, 7(3):457-472.

Johnston, P.R. and D.H. Pilgrim, 1976: "Parameter Optimization for Watershed Models." Water Resources Research, 12(3):477-486.

Larson, L.W. and E.L. Peck, 1974: "Accuracy of Precipitation Measurements For Hydrologic Modeling." Water Resources Research, 10(4):857-863.

McCuen, R.H., 1973: "The Role of Sensitivity Analysis in Hydrologic Modeling." Journal of Hydrology, 18:37-53.

Manley, R.E., 1978a: "Calibration of Hydrological Model Using Optimization Techniques." Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers (ASCE), 104(HY2):189-202.

Patry, G.G. and M.A. Marino, 1983: "Nonlinear Runoff Modeling: Parameter Identification." Journal of Hydraulics Engineering, Proceedings of the American Society of Civil Engineers (ASCE), 109(6):865-880.

Pickup, G., 1977: "Testing the Efficiency of Algorithms and Strategies for Automatic Calibration of Rainfall-Runoff Models." Hydrological Sciences Bulletin, 22(2):257-274.

Plinston, D.T., 1972: "Parameter Sensitivity and Interdependence in Hydrological Models." In: Mathematical Models in Ecology, edited by J.N.R. Jeffers, Blackwell, Oxford, pp.237-247.

Ramachandra Rao, A. and J. Han, 1981: "Optimal Parameter Estimation in Urban Runoff Models." Paper presented at the 2nd International Conference on Urban Storm Drainage, Urbana, IL.

Sorooshian, S., 1978: Considerations of Stochastic Properties in Parameter Estimation of Hydrologic Rainfall-Runoff Models. Ph.D. Dissertation, University of California, Los Angeles, CA, pp.248.

Sorooshian, S., 1980: "Comparison of Two Direct Search Algorithms Used in Calibration of Rainfall-Runoff Models." In: Water and Related Land Resources Systems, Symposium of the International Federation of Automatic Control, Cleveland, Ohio, May 28-31, 1980, pp.477-485.

Sorooshian, S. and F. Arfi, 1982: "Response Surface Parameter Sensitivity Analysis Methods For Postcalibration Studies." Water Resources Research, 18(5):1531-1538.

Sorooshian, S. and V.K. Gupta, 1983: "Automatic Calibration of Conceptual Rainfall-Runoff Models: The Question of Parameter Observability and Uniqueness." Water Resources Research, 19(1):260-268.

Troutman, B.M., 1982: "An Analysis of Input Errors in Precipitation-Runoff Modeling Using Regression with Errors in the Independent Variables." Water Resources Research, 18(4):947-964.

Troutman, B.M., 1983: "Runoff Prediction Errors and Bias in Parameter Estimation Induced by Spatial Variability of Precipitation." Water Resources Research, 19(3):791-810.

Troutman, B.M., 1985a: "Errors and Parameter Estimation in Precipitation-Runoff Modeling. 1. Theory." Water Resources Research, 21(8):1195-1213.

Troutman, B.M. 1985b: "Errors and Parameter Estimation in Precipitation-Runoff Modeling. 2. Case Study." Water Resources Research, 21(8):1214-1222.

Willgoose, G.R. and R.L. Bras, 1987: "Automatic Calibration of Conceptual Rainfall-Runoff Models." In: Engineering Hydrology, Proceedings of the Symposium Sponsored by the Hydraulics Division of the American Society of Civil Engineers (ASCE), August 3-7, 1987, pp.732-737.

Williams, B.J. and W.W-G. Yeh, 1983: "Parameter Estimation in Rainfall-Runoff Models." Journal of Hydrology, 63:373-393.

Wood, E.F., 1976: "An Analysis of the Effects of Parameter Uncertainty in Deterministic Hydrologic Models." Water Resources Research, 12(5):925-932.

Yeh, W.W-G., 1982: "Parameter Estimation in Rainfall-Runoff Modeling." In: Statistical Analysis of Rainfall and Runoff, Edited by V.P. Singh, Water Resources Publishers, Littleton, CO., pp.481-490.

------------------ Yet more biblio on this subject:

.

Beck, M.B., Structures, failure, inference, and prediction, in Identification and System Parameter Estimation, edited by H.A. Barker and P.C. Young, pp.1443-1448, Pergamon, New York, 1985d.

Benjamin, J.R., and C.A. Cornell, Probability, Statistics, and Decision for Civil Engineers, McGraw-Hill, New York, 1970.

Eykhoff, P., System Identification - Parameter and State Estimation, John Wiley, New York, 1974.

Gardner, R.H., D.D. Huff, R.V. O'Neill, J.B. Mankin, J.H. Carney, and J. Jones, Application of error analysis to a marsh hydrology model. Water Resour. Res., 16, 659-664, 1980b.

Hornberger, G.M., K.J. Beven, B.J. Cosby, and D.E. Sappington, Shenandoah Watershed study: Calibration of a topography-based, variable contributing area hydrological model to a small forested catchment, Water Resour. Res. 21(12):1841-1850, 1985.

Johnston, P.R., and D. Pilgrim, Parameter optimization for watershed models, Water Resour. Res., 12(3), 477-486, 1976.

Jowitt, P.W., Risk analysis, fuzzy logic, and river basin management, Water Sci. Technol., 16(5-7), 579-585, 1984.

Jowitt, P.W. and J.P. Lumbers, Water quality objectives, discharge standards, and fuzzy logic, Optimal Allocation of Water Resources, IAHS-AISH Publ., 135, 241-250, 1982.

Lettenmaier, D.P., and S.J. Burges, Use of state estimation techniques in water resource modelling. Water Resour. Bull., 12(1):83-99, 1976.

McLaughlin, D.B., Parameter estimation problems in water resources modelling, in Modelling, Identification and Control in Environmental Systems, edited by G.C. Vansteenhiste, pp.137-151, North-Holland, Amsterdam, 1978a.

Pickup, G., Testing the efficiencies of algorithms and strategies for automatic calibration of rainfall-runoff models, Hydrol. Sci. Bull., 22, 257-274, 1977.

Sorooshian, S., and V.K. Gupta. Automatic calibration of conceptual rainfall-runoff models: The question of parameter observability and uniqueness. Water Resour. Res., 19(1):260-268, 1983.

Sorooshian, S., and V.K. Gupta, The analysis of structural identifiability: Theory and application to conceptual rainfall-runoff models, Water Resour. Res., 21(4): 487-496, 1985.

Sorooshian, S., V.K. Gupta, and J.L. Fulton, Evaluation of maximum likelihood parameter estimation techniques for conceptual rainfall-runoff models: Influence of calibration data variability and length on model credibility, Water Resour. Res., 19(1):251-259, 1983.

Steinhorst, R.K., Parameter identifiability, validation, and sensitivity analysis of large system models, in Systems Analysis of Ecosystems, edited by G.S. Innis and R.V. O'Neill, pp.33-58, International Co-operative Publishing House, Fairland, Md., 1979.

Thomann, R.V., Verification of water quality models, Proc. Am. Soc. Civ. Eng. J. Environ. Eng. Div., 108(EE5), 923-940, 1982.

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Yih, S.-M., and B. Davidson, Identification in nonlinear, distributed parameter water quality models, Water Resour. Res. 11(5):693-704, 1975.

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