References
    • 13 Sep 2022
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    Ackers P., White W.R., Perkins J.A. and Harrison A.J.M. (1978)
    Weirs and Flumes for Flow Measurement. Wiley, Chichester, UK.
    Afflux at Arch Bridges (1988) 
    Report SR182. Hydraulics Research Wallingford. 1988
    Amien M. and Fang C.S. (1970)
    Implicit Flood Routing in Natural Channels. ASCE Journal of Hyd. Div.
    Benchmarking Hydraulic River Modelling Software Packages (2004)
    DEFRA/Environment Agency: Benchmarking Hydraulic River Modelling Software Packages, Results – Test J (Bridges) R&D Technical Report: W5-105/TR2J. March 2004
    Boorman D.B. et al (1990)
    A review of design flood estimation using the FSR rainfall runoff method. D.B. Boorman, M.C. Acreman and J.C. Packman. Institute of Hydrology report No. 111. Institute of Hydrology, Wallingford, Oxfordshire, UK. April 1990. ISBN 0948540 23 0.
    Bos M.G. (1989)
    Discharge Measurement Structures. ILRI Publication 20. Netherlands.
    BS ISO 4377:2002 (2002)
    Hydrometric determinations - Flow measurement in open channels using structures - Flat-V weirs.
    BS3680 (1981 - 90)
    Methods of measurement of liquid flow in open channels. British Standards Institution.
    Part 4A. Thin plate weirs (1981).
    Part 4B. Triangular profile weirs (1986) (identical with ISO 4360 : 1984).
    Part 4C. Flumes (1981). Part 4D. Compound Gauging Structures (1981).
    Part 4E. Rectangular Broad Crested weirs (1990) (identical with ISO 3846 : 1989).
    Part 4F. Round Nose Horizontal Broad-Crested Weirs (1990) (identical with ISO 4374 : 1990).
    Bureau of Reclamation (1987)
    Design of Small Dams. Water Resources Technical Publication.--3rd edition. US Department of the Interior, Bureau of Reclamation. 1987. ISBN 0-16-003373-X
    Chow V.T, Maidment D.R. and Mays L.W.
    Applied Hydrology. McGraw-Hill Publishing Company (1988) ISBN: 0071001743
    Chow V.T. (1959)
    Open channel hydraulics, McGraw-Hill
    Courant R. and Lax P. (1959)
    On Non-Linear Partial Differential Equations with Two Independent Variables. AEC (US) Research and Development Report No. AWL5990.
    Culvert Design and Operation Guide (2010)
    Culvert Design and Operation Guide (2010) Balkham M., Fosbeary C., Kitchen A., Rickard C. Culvert design and operation guide. Construction Industry Research and Information Association (CIRIA) report no. C689 RP901. ISBN 978-0-86017-689-3.
    This document replaces the CIRIA Culvert Design Manual (1997).
    This document can be obtained from CIRIA, Classic House, 174-180 Old Street, London EC1V 9BP
    Tel: 020 7549 3300
    E-mail: enquiries@ciria.org
    Web: http://www.ciria.org/
    Evans E.P. (1977)
    The Behaviour of a Mathematical Model of Open Channel Flow. 17th IAHR Congress. Baden-Baden.
    Evans E.P. and von Lany P.H. (1983)
    A mathematical model of overbank spilling and urban flooding. Published in "Hydraulic Aspects of Floods and Flood Control", London, UK. 1983.
    Falconer R.A. and Chen Y. (1991)
    An improved representation of flooding and drying and wind stress effects in a two-dimensional tidal numerical model. Proc. Inst. Civ. Engrs. Part2, 1991. 91. Dec.,659-678.
    Flood Estimation Handbook (1999)
    Centre for Ecology and Hydrology, Wallingford, Oxfordshire (formerly the Institute of Hydrology). December 1999ISBN 0 948540 94 X. Vol 1: Overview. Vol 2: Rainfall Frequency Estimation Vol 3: Statistical Procedures for Flood Frequency Estimation Vol 4: Restatement and Application of the Flood Studies Report Rainfall Runoff Method Vol 5: Catchment Descriptors Flood Estimation Handbook at the Centre for Ecology and Hydrology website. An FEH CD-ROM is also available from the Centre for Ecology and Hydrology containing data for flood frequency estimation covering the entire United Kingdom.
    Flood Studies Report (1975)
    Natural Environment Research Council, UK. Vol 1: Hydrological Studies. Vol 2: Meteorological Studies Vol 3: Flood Routing Studies Vol 4: Hydrological Data Vol 5: Maps
    Flood Studies Supplementary Reports (1977-1988)
    No. 1: Areal reduction factor in flood frequency estimation (Sept 1977) No. 5: Design flood estimation in catchments subject to urbanisation No. 13: Some suggestions for the use of local data in flood estimation No. 16: The FSR rainfall-runoff model parameter estimation equations updated (Dec 1985) No. 18: Collective risk assessment for sites sensitive to heavy rainfall (Oct 1988) Further details from: Centre for Ecology and Hydrology, Wallingford, Oxfordshire, UK. http://www.nwl.ac.uk/ih/
    Gill A.E. (1982)
    Atmosphere-Ocean Dynamics, Academic Press, San Diego (USA), 1982
    Harrison (1967)
    The Streamlined Broad-crested Weir. Proceedings of the Institution of Civil Engineers, Vol 38, pp657-678
    Herschey R.W. (1985)
    Streamflow Management. Elsevier Applied Science Publishers.
    HR Wallingford and D.I.H. Barr (1994)
    Tables for the hydraulic design of pipes, sewers and channels. Volume 1. 6th edition. Thomas Telford. London. 1994 ISBN 0 7277 1997 1
    HR Wallingford EX1296
    Cardiff Peripheral Distribution Road - Butetown Link. HR Wallingford Hydraulic Studies Report EX1296
    Hydraulics of Bridge Waterways (1978)
    US Federal Highway Administration. 1978 (supersedes the 1958 report)
    Isaacson E., Stoker J.J. and Troeschi A. (1958)
    Numerical Solution of Flow Problems in Rivers. ASCE Journal of Hyd. Div.
    Kindsvater C.E. and Carter R.W.C. (1957)
    Discharge Characteristics of Rectangular Thin Plate Weirs. Proceedings of the American Society of Civil Engineers, Journal of the Hydraulics Division, Vol. 83, No. HY6, December 1957, pp. 1453/1-1453/36.
    Kjeldsen T.R., Miller J.D. and Packman J.C. (2013)
    Modelling design flood hydrographs in catchments with mixed urban and rural land cover. Hydrology Research 44.6, 2013.
    Mahmood and Yevjevich (1975)
    Unsteady Flow in Open Channels. Fort Collins, Colorado.
    Marshall D.C.W. and Bayliss A.C. (1994)
    Flood estimation for small catchments. Institute of Hydrology report No. 124. Institute of Hydrology, Wallingford, Oxfordshire, UK. June 1994. ISBN 0948540 62 1.
    McCarthy G.T. (1938)
    The Unit Hydrograph and Flood Routing. Unpublished manuscript presented at a conference of the North Atlantic Division, US Army, Corps of Engineers. June 24th 1938
    McCuen R.H. et al (1984)
    SCS Urban Peakflow Methods. ASCE Proc. Hydraulics Division Vol 110(3). 1984
    Moore R.J. (1985)
    The probability-distributed principle and runoff production at point and basin scales. Hydrological Sciences Journal, 30, No.2, pp273-297.
    Murray M.G. (2003)
    An Investigation into Object-Oriented Approaches for Hydroinformatics Tools. Ph.D. Thesis, University of Newcastle.
    Preissmann A. (1961)
    Propagation des intumescences dans les canaux et rivieres. Presented at the 1st Congress of the French Association for Computation, Grenoble, France, 1961
    Press W.H., Flannery B.P., Teukolsky S.A. and Vetterling W.T. (1986)
    Numerical Recipes; The Art of Scientific Computing. Cambridge University Press. 1986Your content goes here
    Price R.K. (1977)
    Flout - A river catchment flood model. HRS Report no IT 168. HR Wallingford Ltd. (1977)
    Reeves A. (1995)
    Variable Parameter Muskingum-Cunge Flood Routing. MSc Report. University of Birmingham and HR Wallingford (1995)
    Revitalisation of the FSR/FEH Rainfall Runoff Method (2005)
    Revitalisation of the FSR/FEH rainfall runoff method (2005). R&D Technical Report FD1913/TR. Joint Defra/EA Flood and Coastal Erosion Risk Management R&D Programme.
    Ritzema (ed) (1994)
    Drainage Principles and Applications. ILRI Publication 16, 1994
    Rungo M., Refsgaard J.K. and Havno K. (1989)
    The updating procedure in the MIKE-11 modelling system for real-time forecasting, Intl. Symposium on Hydrological Applications of weather radar 1989, Salford Ellis Horwood.
    Samuels P.G. (1990)
    Cross-Section Locations in 1-d Models. International Conference on River and Flood Hydraulics. WR White (ed). John Wiley.
    Sutcliffe J.V. (1978)
    Methods of Flood Estimation: a Guide to the Flood Studies Report. Report No. 49. Institute of Hydrology, Wallingford.
    Weinmann D.E. and Laurenson E.M. (1979)
    Approximate Flood Routing Methods: A Review. Proceedings of the American Society of Civil Engineers, Journal of the Hydraulics Division, Vol. 105, No. HY12, pp 1521-1536. December 1979.
    White W.R. (1966)
    The Flat-Vee Weir. HR Wallingford Report INT 56, 1966
    White W.R. (1968)
    The Flat-Vee Triangular Profile Weir with 1:2 Upstream and Downstream Slopes. HR Wallingford Report INT 66, 1968
    White W.R. (1970)
    The CrumpProfile Flat-Vee Weir. HR Wallingford Report EX 473
    White W.R. (1971)
    The performance of two-dimensional and flat-V triangular profile weirs. Proc.I.C.E.,Suppl.(ii) 1971, paper 7350S pp21-48)
    Wilders P., Van Stign T.L., Stelling G.S. and Fokkema G.A. (1987)
    A Full Implicit Splitting Method for Accurate Tidal Computations. Delft University of Technology Report 87-75.
    Wylie and Streeter (1978)
    Fluid Transients. McGraw-Hill. 1978
    Yarnell, D. L. (1934)
    Bridge piers as channel obstructions (No. 422), US Dept. of Agriculture.

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