References Alley W.M. & Smith P.E. (1981), “Estimations of accumulation parameters for urban runoff quality modelling”, Water Resources Research, volume 17, nr. 6. Aquafin (1992), “Hydronaut-procedure, versie 1.0", Aartselaar, Belgium. Aquafin (1994a), “Hydronaut-procedure, versie 2.0", Aartselaar, Belgium. Aquafin (1994b), “Richtlijnen continue debietmetingen, versie 1.0", Aartselaar, Belgium. Aquafin (1996), “Hydronaut-procedure, versie 3.0", Aartselaar, Belgium. Aquafin (1997), “Hydronaut-procedure, versie 4.0", Aartselaar, Belgium. ASCE (1969), “Design and construction of sanitary and storm sewers”, Manual of Engineering Practice, nr. 37. Ashley R., Bertrand-Krajewsky J.-L. & Hvitved-Jacobsen T. (1998), “Quo vadis sewer process modelling ?”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Berlamont J. (1983), “Rio, een computerprogramma voor de simulatie van de stroming in netwerken van rivieren, kanalen en riolen”, Technivisie, August 24, Belgium. Berlamont J. (1987), “Nieuwe richtlijnen voor het ontwerp en de berekening van rioolstelsels in Vlaanderen”, AROL, Ministry of the Flemish Community, Brussels, Belgium. Berlamont J. (1990), “Rioleringen”, 4th edition, Acco, Leuven, Belgium. Berlamont J. (1994), “Is er een behoefte aan vernieuwing van de TRP’s ?”, Vlariodag, WEL, Wijnegem, Belgium. Berlamont J. (1996), “Theorie van de verhanglijnen”, Wouters, Leuven, Belgium. Berlamont J. (1997), “Rioleringen”, 6th edition, Acco, Leuven, Belgium.
References
8.1
Berlamont J. (1998), “Modelleren van sedimenttransport in riolen : the last fronteer ?”, PAO course ‘Mathematische modellen in de rioleringstechniek’, Delft, The Netherlands. Berlamont J., Ratinckx P. & Glas D. (1987), “Determination of the impact of combined sewer overflows on receiving waters”, 4th international conference on urban storm drainage, Lausanne, Switserland. Berlamont J., Cerda M., Song Z.W. & Ratinckx P. (1988), “Comparison of computer simulations with SWMM and RIO with measurements for the sewer system at Dessel, Belgium”, Hydraulics Laboratory, University of Leuven, Belgium. Berlamont J., Cerda M., Song Z.W., Ratinckx P. & Smits M. (1989), “Comparison of computer simulations with SWMM and RIO with measurements for the sewer system at Dessel, Belgium”, Hydrocomp, Dubrovnik, Croatia. Berlamont J., Ratinckx P., Devroede M.-P., Van Damme H. & Van der Weeën M. (1991), “Evaluatie van een functioneel rioleringsbeleid”, Water, nr. 59, WEL, Wijnegem, Belgium. Berlamont J., Ratinckx P. & Vaes G. (1992), “Studie van de overstromingsproblematiek van Laag Kraainem”, Hydraulics Laboratory, University of Leuven, Belgium. Berlamont J., Vaes G. & Willems P. (1994), “Randvoorzieningen aan rioolstelsels”, Water, nr. 79, WEL, Wijnegem, Belgium. Berlamont J., De Cock W., Vaes G., Luyckx G. & Blom P. (1998), “Methodologie voor het optimaal ontwerp en gebruik van bergbezinkingsbekkens”, Hydraulics Laboratory, University of Leuven, Belgium. Berlamont J. & Smits M. (1984a), “Riooloverstorten en de kwaliteit van het oppervlaktewater : deel 1”, Water, nr. 16, WEL, Wijnegem, Belgium. Berlamont J. & Smits M. (1984b), “Riooloverstorten en de kwaliteit van het oppervlaktewater : deel 2”, Water, nr. 17, WEL, Wijnegem, Belgium. Berlamont J. & Smits M. (1984c), “The overflow frequency as a criterion for the design of combined sewer systems”, 3th international conference on urban storm drainage, Göteborg, Sweden. BIN (1996), “Buitenriolering - deel 2 : prestatie-eisen”, Belgisch Instituut voor Normalisatie, NBN EN 752-2, Brussels, Belgium.
8.2
The influence of rainfall and model simplification on combined sewer system design
Buisman J. (1995), “Duizend jaar weer, wind en water in de Lage Landen”, KNMI, De Bilt, the Netherlands. Cerda M. (1987), “Experience from the use of a storm water model at Dessel sewer network”, Hydraulics Laboratory, University of Leuven, Belgium. Chow V.T. (1964), “Handbook of applied hydrology”, McGraw Hill. Chow V.T. (1981), keynote lecture, 2nd international conference on urban storm drainage, Illinois, US. Clarke R.T. (1994), “Statistical modelling in hydrology”, John Wiley & Sons, Chichester, UK. Cunge J.A. (1969), “On the subject of a flood propagation computation method (Muskingum method)”, Journal of Hydraulic Research, volume 7. Cunge J.A. & Wegner M. (1964), “Integration numerique des equations d’ecoulement de Barre de Saint-Venant par un schema implicite de differences finies : application en cas d’une galerie tantot en charge, tantot a surface libre”, La Houille Blanche, nr. 1. CUWVO (1992), “Overstortingen uit rioolstelsels en regenwaterlozingen”, coördinatiecommissie uitvoering wet verontreiniging oppervlaktewateren, werkgroep VI, ‘s Gravenhage, the Netherlands. Dahl A., Harremoës P. & Jacobsen P. (1996), “Joint probability of flooding”, 7th International Conference on Urban Storm Drainage, Hannover, Germany. De Backer R. (1978), “Betoelaging van rioleringswerken - Technische voorschriften voor het opmaken van een totaal gemeentelijk rioleringsplan”, Ministry of Public Works, directive nr. 25, Brussels, Belgium. De Cock D. & De Cock J. (1997), “Vuiluitworp uit bergbezinkinsbekkens bij tijdsafhankelijke belasting, conceptueel model”, MSc thesis, Hydraulics Laboratory, University of Leuven, Belgium. De Cock W., Vaes G., Blom P. & Berlamont J. (1998), “The efficiency of a storage sedimentation tank : numerical simulation and physical modelling”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Deletic A., Maximovic C. & Ivetic M. (1997), “Modelling of storm wash-off of suspended solids from impervious areas”, Journal of Hydraulic Research, volume 35, nr. 1, IAHR, Delft, The Netherlands.
References
8.3
Demarée G. (1985), “Intensity-Duration-Frequency relationships of point precipitation at Uccle, 1934 - 1983", Royal Meteorological Institute, series A, nr. 116, Uccle, Belgium. Demarée G. (1997), “Digitalisering van oude neerslagdata (1934-1966)”, Royal Meteorological Institute, Uccle, project ‘riooloverstorten : randvoorzieningen, fase 2’, Belgium. De Smedt D. (1997), “Development of a continuous simulation model for sewer systems using Matlab”, MSc thesis, Free University Brussels, Belgium. DHI (1993), “Mike11 : users & reference manual”, Danisch Hydraulics Institute, Hørsholm, Denmark. DHI (1994a), “Mouse reference manual”, edition 3.2, Danish Hydraulic Institute, Hørsholm, Denmark. DHI (1994b), “MouseTrap reference manual”, version 1.0, Danish Hydraulic Institute, Hørsholm, Denmark. Dupriez G.L. & Sneyers R. (1979), “De nieuwe pluviometrische kaart van België”, Belgian Royal Meteorological Institute, report A 103, Uccle, Belgium. DWPCC (1985), “Pollution of water courses from overflow structures”, The Danish Water Pollution Control Committee, translated by Water Research Centre, Swindon, UK. Einfalt T., Arnbjerg-Nielsen K., Fankhauser R., Rauch W., Schilling W., Nguyen V.-T.V. & Despotovic J. (1997a), “Use of historical rainfall series for hydrological modelling”, Water Science and Technology, volume 37, nr. 11, Elsevier, London, UK. Einfalt T., Johann G. & Pfister A. (1997b) “On the spatial validity of heavy point rainfall measurements”, Water Science and Technology, volume 37, nr. 11, Elsevier, London, UK. Fronteau C. (1997), “Modellering met Hydroworks en Kosim”, Free University Brussels, project ‘riooloverstorten : randvoorzieningen, fase 2’, Belgium. Fronteau C. (1999), “Water quality management of river basins and evaluation of the impact of combined sewer overflows using an integrated modelling approach”, PhD thesis, Free University of Brussels, Belgium.
8.4
The influence of rainfall and model simplification on combined sewer system design
FWR (1994), “Urban Pollution management”, Foundation for Water Research, Marlow, UK. Gellens-Meulenberghs F., Gellens D., Heylen R., Maenhout A. & Vannitsem S. (1992), “Le radar météorologique : des échos mesurés a l’estimation des intensités de précipitations”, Ciel et Terre, nr. 108. Glas D. (1986), “Bepaling van de overstortfrequentie en -duur in rioolstelsels met meerdere overlaten”, MSc thesis, Hydraulics Laboratory, University of Leuven, Belgium. Grum M (1996), “On risk, modelling and uncertainty in urban runoff pollution”, Impact of urban runoff on wastewater treatment plants and receiving waters, Foundation for Water Research, report FR/WW 001, Marlow, UK. Hall M.J. (1984), “Urban Hydrology”, Elsevier, London, UK. Heip L., Van Assel J. & Swartenbroeckx P. (1997a), “Sewer flow quality modelling”, 4th International Symposium on Systems Analyis and Computing in Water Quality Management, Quebec, Canada. Heip L., Van Assel J. & Swartenbroeckx P. (1997b), “Sewer flow quality modelling”, Water Science and Technology, volume 36, nr. 5, Elsevier, London, UK. Horton R.E. (1940), “An approach towards a physical interpretation of infiltration capacity”, proceedings soil conference science of America, volume 5, US. Houbrechts E. & Truyen M. (1997), “Modelleren van de ruimtelijke spreiding van neerslag”, MSc thesis, Department of Mathematics, University of Leuven, Belgium. Inoue K., Toda K., Tanino T. & Hayashi H. (1998), “Hydraulic study of overland flood flows in an urban area with underground space”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Jensen M. & Prisum M. (1982), “Comparative study of surcharge and flood characteristics for two urban drainage systems”, 1st international seminar on urban drainage systems, Southampton, UK. Jewell T.K. & Adrian D.D. (1978), “SWMM storm water pollutant washoff functions”, Journal of the Environment Engineering Division, volume 104, nr. 5. Keifer C.J. & Chu H.H. (1957), “Synthetic storm pattern for drainage design”, Journal of Hydraulics Div., ASCE, volume 83, nr. 4, US.
References
8.5
Kluck J. (1997), “The design of optimally functioning storm water settling tanks”, PhD thesis, Technical University Delft, the Netherlands. KMI (1993), “Gegevensbestanden : Belgische waarnemingen”, Belgian Royal Meteorological Institute, Uccle, Belgium KMI (1999), information on website ‘www.meteo.oma.be/IRM-KMI’, Belgian Royal Meteorological Institute, Uccle, Belgium KNMI (1999), information on website ‘meteo.telegraafnet.nl/radar’, Belgian Royal Meteorological Institute, Uccle, Belgium KUL (1993), “User manual of the sewer system analysis program Rio, version 3.3", Hydraulics Laboratory, University of Leuven, Belgium. Laurant A. (1976), “Nouvelles recherches sur les intensités maximum de précipitations à Uccle. Courbes d’intensité - durée - fréquence”, T.O.W.B., Belgium. Luyckx G. (1997a), “Fysische modelstudie van een hoge zijdelingse overstort”, Hydraulics Laboratory, University of Leuven, project ‘riooloverstorten : randvoorzieningen, fase 2', Belgium. Luyckx G. (1997b), “Fysische modelstudie van een hoge zijdelingse overstort”, studiedag ‘riooloverstorten : randvoorzieningen, fase 2', Jezus-Eik, Belgium. Luyckx G. & Herftijd T. (1996), “Invloed van de ruimtelijke spreiding van de neerslag op het rioleringsontwerp”, MSc thesis, University of Leuven, Belgium. Luyckx G., Vaes G. & Berlamont J. (1998a), “Experimental investigation on the efficiency of a high side weir overflow”, 3rd international conference on innovative technologies in urban storm drainage, Lyon, France. Luyckx G., Vaes G. & Berlamont J. (1998b), “Experimental investigation on the efficiency of a hydrodynamic separator”, 3rd international conference on innovative technologies in urban storm drainage, Lyon, France. Luyckx G., Vaes G. & Berlamont J. (1998c), “Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic Storm King separator”, 4th international conference on Developments in Urban Drainage Modelling, London, UK.
8.6
The influence of rainfall and model simplification on combined sewer system design
Luyckx G., Willems P. & Berlamont J. (1998d), “Influence of the spatial variability of rainfall on sewer system design”, Hydrology in a Changing Environment, proceedings of the British Hydrological Society international conference, volume III, Exeter, UK. Luyckx G., Vaes G. & Berlamont J. (1999), “Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic Storm King separator”, Water Science and Technology, volume 39, nr. 9, Elsevier, London, UK. Madsen H., Mikkelsen P.S., Rosbjerg D. & Harremoës P. (1997), “Estimation of regional intensity-duration-frequency curves for extreme precipitation”, Water Science and Technology, volume 37, nr. 11, Elsevier, London, UK. Mariën J.L. & Vandewiele G.L. (1986), “A point rainfall generator with internal storm structure”, Water Resources Research, volume 23, nr. 10. Mennes A. (1910), “Note sur le calcul de la section des égouts”, Goemaere, Brussels, Belgium. Mikkelsen P.S., Madsen H., Arnbjerg-Nielsen K., Jørgensen H.K., Rosbjerg D. & Harremoës P. (1997), “A rationale for using local and regional point rainfall data for design and analysis of urban storm water drainage systems”, Water Science and Technology, volume 37, nr. 11, Elsevier, London, UK. Nanía L., Gómez M. & Dolz J. (1998), “Modelling of surface flow in street crossings”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Ratinckx P., Vermunicht A. & Berlamont J. (1992), “Evaluatie van Hydronaut : vergelijkende studie aan de hand van Rio-berekeningen”, Hydraulics Laboratory, University of Leuven, Belgium. Rainey C.M.L. & Osborne M.P. (1991a), “Design storms”, Wallingford Software, report SR 291, UK. Rainey C.M.L. & Osborne M.P. (1991b), “The classification of storms in the annual time series”, Wallingford Software, report EX 2429, UK. Ribbius (1951), “Publieke Werken II”, nr. 164. Sartor J.D. & Boyd G.B. (1972), “Water pollution aspects of street surface contaminants”, Environmental Protection Agency, report R2-72-081, US.
References
8.7
Savart C., Herremans L., Zobrist Ch. & Merlier Ch. (1996), “Méthode d’analyse des pluies pour l’évaluation de l’impact de la pollution générée par le ruissellement urbain”, Le Climat, volume 14, nr. 1. Thiessen A.H. (1911), “Precipitation for large areas”, Mon. Weath. Rev., volume 39. Torfs H. (1995), “Erosion of mud/sand mixtures”, PhD thesis, Hydraulics Laboratory, University of Leuven, Belgium. Trouw K. & Berlamont J. (1999), “Shear stress calculations in sewer pipes”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. (1997), “Conceptuele numerieke modellering van overstortemissies”, Hydraulics Laboratory, University of Leuven, project ‘riooloverstorten : randvoorzieningen, fase 2', Belgium. Vaes G. (1998), “Het ontwerp en de modellering van bergbezinkingsbekkens”, PAO course ‘Mathematische modellen in de rioleringstechniek’, Delft, The Netherlands. Vaes G. & Berlamont J. (1993), “Vergelijking van de regenbuien van Hydronaut met deze van de richtlijnen”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1995), “Methodologieën voor de bepaling van de overstortfrequentie met behulp van beperkte neerslaginvoer”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1996a), “Evaluatie van de Hydroworks software versie 2.2", Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1996b), “Composietbuien als neerslaginvoer voor rioleringsberekeningen”, Water, nr. 88, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1996c), “Short rainfall series as input for emission calculations”, 7th International conference on Urban Storm Drainage, Hannover, Germany. Vaes G. & Berlamont J. (1996d), “Korte neerslagreeksen voor de berekening van rioolemissies”, Water, nr. 91, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1998a), “Best Available Technology bij het ontwerpen van rioleringen”, Hydraulics Laboratory, University of Leuven, Belgium.
8.8
The influence of rainfall and model simplification on combined sewer system design
Vaes G. & Berlamont J. (1998b), “Het effect van berging in regenwaterputten, fase 2 : het effect op de dimensionering van riolen”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1998c), “Het effect van berging in regenwaterputten”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1998d), “Optimization of the reuse of rain water”, International WIMEK congress on Options for Closed Water Systems, Wageningen, the Netherlands. Vaes G. & Berlamont J. (1998e), “Dimensionering van regenwaterputten en het effect ervan op de overstortemissies”, Water, nr. 10, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1999c), “The impact of rain water reuse on CSO emissions”, Water Science & Technology, volume 39, nr. 4, Elsevier, Londen, UK. Vaes G. & Berlamont J. (1999a), “The effect of changing technology on combined sewer system design”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia. Vaes G. & Berlamont J. (1999b), “De impakt van de technologische evolutie op het ontwerp van rioleringen”, Water, nr. 104, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1999d), “Evaluatie van de software Hydroworks versie 4.0 en Infoworks versie 1.05”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G. & Berlamont J. (1999e), “Korte neerslagreeksen voor ontwerpberekeningen”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Bellers R. & Berlamont J. (1994a), “Riooloverstorten : randvoorzieningen”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Vermunicht A. en Berlamont J. (1994b), “Remarks about Spida version 2.1", Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Willems P. & Berlamont J. (1994c), “Een kritische kijk op IDF-relaties”, Water, nr. 79, WEL, Wijnegem, Belgium. Vaes G., Willems P. & Berlamont J. (1994d), “Intensiteit/duur/frequentie-relaties voor Ukkel”, Hydraulics Laboratory, University of Leuven, Belgium.
References
8.9
Vaes G., Willems P. & Berlamont J. (1996),”IDF-relaties en composietbuien voor het ontwerp van rioleringen”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Willems P. & Berlamont J. (1998a), “Composietbuien voor lange duren”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Willems P. & Berlamont J. (1998b), “Composietbuien voor lange duren, aanvulling voor zeer grote terugkeerperioden”, Hydraulics Laboratory, University of Leuven, Belgium. Vaes G., Willems P. & Berlamont J. (1998c), “Assessment of combined sewer overflow emissions”, UDM ‘98, 4th International conference on developments in urban drainage modelling, London, UK. Vaes G., Berlamont J., Verhoest N., Troch P. & De Troch F. (1997), “Synthetische neerslag voor rioolemissieberekeningen”, Water, nr. 93, WEL, Wijnegem, Belgium. Vaes G., Luyckx G., De Cock W. & Berlamont J. (1999), “A conceptual model for the impact assessment of storage sedimentation basins”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia. Van Damme H. (1987), “Studie van de regenintensiteiten in België ten behoeve van het ontwerpen van rioolstelsels”, Water, nr. 36, WEL, Wijnegem, Belgium. Van den Herik A.G. & Van Luytelaar H. (1990), “Neerslag, inloop, overstortmodel : Beschrijving en analyse”, NWRW, report 4.3, the Netherlands. Van Poucke L. (1997a), “Waterkwantiteitsmetingen en monstername ter plaatse van overstorten”, Hydraulics Laboratory, University of Ghent, project ‘riooloverstorten : randvoorzieningen, fase 2', Belgium. Velghe T., Troch P., De Troch F. & Van de Velde J. (1994), “Evaluation of clusterbased rectangular pulses point process models for rainfall”, Water Resources Research, volume 30, nr. 10. Verhoest N., Velghe T., Troch P. & De Troch F. (1995), “Vergelijkende studie van cluster-gebaseerde puntneerslagmodellen met het oog op het bepalen van representatieve buien voor rioolontwerpberekeningen”, Laboratory for Hydrology and Water Management, University of Gent, Belgium. Verhoest N., Velghe T., Troch P. & De Troch F. (1996), “Simulatie van neerslag aan de hand van stochastische cluster-modellen voor rioolontwerpberekeningen”, Water, nr. 87, WEL, Wijnegem, Belgium.
8.10
The influence of rainfall and model simplification on combined sewer system design
Vlario (1994), “Memorandum : rioolwaterzuiveringsinfrastructuur en rioleringen”, WEL, Wijnegem, Belgium. VMM (1996), “Krachtlijnen voor een geïntegreerd rioleringsbeleid in Vlaanderen”, Flemish Environmental Agency, Aalst, Belgium. VMM (1999), “Hemelwaterputten en infiltratievoorzieningen”, Addendum aan de ‘Krachtlijnen voor een geïntegreerd rioleringsbeleid in Vlaanderen’, Flemish Environmental Agency, Aalst, Belgium. WS (1992a), “Sphyda version 2.02", Wallingford Software, UK. WS (1992b), “Hydrological conditions for design in urbanising areas and using detention storage”, report SR 302, Wallingford Software, UK. WS (1994), “Spida version 2.1", Wallingford Software, UK. WS (1996), “Hydroworks version 2.2", Wallingford Software, UK. WS (1997), “Hydroworks version 3.3", Wallingford Software, UK. WS (1998a), “Hydroworks version 4.0",Wallingford Software, UK. WS (1998b), “Conveyance calculations using Colebrook-White in Hydroworks and Infoworks”, Wallingford Software, UK. WS (1998c), “Infoworks version 1.05", Wallingford Software, UK. Willems P. (1995), “Controle snelheids- en waterhoogtemeting van DETEC-3510 Surveyloggers”, seminar ‘Meetcampagnes voor dataverificatie, kalibratie van hydrodynamische modellen’, Hydraulics Laboratory, University of Leuven, Belgium. Willems P. (1998a), “Stochastic generation of spatial rainfall for urban drainage areas”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Willems P. (1998b), “Onzekerheidsbronnen en probabilistische modellering in de rioleringstechniek”, PAO course ‘Mathematische modellen in de rioleringstechniek’, Delft, The Netherlands. Willems P. (1998c), “Hydrological applications of extreme value analysis”, Hydrology in a Changing Environment, proceedings of the British Hydrological Society international conference, volume III, Exeter, UK.
References
8.11
Willems P. (1998d), “Compound intensity/duration/frequency-relationships of extreme precipitation for two seasons and two storm types”, Hydraulics Laboratory, University of Leuven, Belgium. Willems P. (1997), “Probabilistisch ontwerp van rioleringen m.b.t. de impact op het ontvangend oppervlaktewater”, Hydraulics Laboratory, University of Leuven, Belgium. Willems P. (1999), “Stochastic generation of spatial rainfall for urban drainage areas”, Water Science and Technology, volume 39, nr. 9, Elsevier, London, UK. Willems P. & Berlamont J. (1998a), “Stochastic modelling of spatial rain cells”, Hydrology in a Changing Environment, proceedings of the British Hydrological Society international conference, volume III, Exeter, UK. Willems P. & Berlamont J. (1998b), “Probabilistic modelling of sewer system overflow emissions”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Willems P. & Berlamont J. (1998c), “Probabilistic modelling of hydrological and hydrodynamic systems considering different uncertainty sources”, International WIMEK congress on Options for Closed Water Systems, Wageningen, the Netherlands. Willems P. & Berlamont J. (1999), “Probabilistic modelling of sewer system overflow emissions”, Water Science and Technology, volume 39, nr. 9, Elsevier, London, UK. Willems P., Vaes G. & Berlamont J. (1999), “Compound IDF-relationships and design storms for two seasons and two storm types”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia. Yen B.C. (1983), “Deterministic surface water hydrology”, VUB Hydrology, nr. 9, Free University of Brussels, Belgium. Zug M. (1998), “Modelisation conceptuelle de la pollution par temps de pluie en réseau d’assainissment”, PhD thesis, University Louis Pasteur of Strasbourg, France. Zug M., Bellefleur D., Phan L. & Scrivener O. (1998), “Horus : a conceptual model of pollution simulation in sewer networks”, 4th international conference on Developments in Urban Drainage Modelling, London, UK.
8.12
The influence of rainfall and model simplification on combined sewer system design
Publications International journals Vaes G. & Berlamont J. (1998), “Modelling of overflow emissions in Flanders”, Water Science & Technology, volume 38, nr. 10, Elsevier, London, UK De Cock W., Blom P., Vaes G. & Berlamont J. (1999), “The feasibility of flocculation in a storage sedimentation basin”, Water Science & Technology, volume 39, nr. 2, Elsevier, London, UK. Luyckx G., Vaes G. & Berlamont J. (1999), “Experimental investigation on the efficiency of a high side weir overflow”, Water Science & Technology, volume 39, nr. 2, Elsevier, London, UK. Vaes G. & Berlamont J. (1999), “Emission predictions with a multi-linear reservoir model”, Water Science & Technology, volume 39, nr. 2, Elsevier, London, UK. Vaes G. & Berlamont J. (1999), “The impact of rain water reuse on CSO emissions”, Water Science & Technology, volume 39, nr. 4, Elsevier, London, UK. Luyckx G., Vaes G. & Berlamont J. (1999), “Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic Storm King separator”, Water Science and Technology, volume 39, nr. 9, Elsevier, London, UK.
International conferences Vaes G. (1994), “Statistical reservoir simulation model”, 7th European junior scientist workshop on integrated urban storm runoff, Bechyn, Czech republic. Vaes G. (1994), “Combined Sewer Overflows : a European perspective”, workshop on the environmental motivation for abatement of the impact of combined sewer overflows on receiving waters, Houthalen-Helchteren, Belgium. Vaes G. (1995), “Impact assessment of urban storm water runoff”, international symposium on environmental impact assessment in water management, Bruges, Belgium. Vaes G. (1995), “Design of storage sedimentation basins”, 2nd international conference on innovative technologies in urban storm drainage, Lyon, France.
Publications
8.13
Vaes G. (1996), “Multi-linear reservoir model for emission calculations”, 9th European junior scientist workshop on impact of urban runoff on waste water treatment plants and receiving waters, Kilve, UK, Foundation for Water Research, rapport FR/WW 001, Swindon, UK. Vaes G. & Berlamont J. (1996), “Short rainfall series as input for emission calculations”, 7th International conference on Urban Storm Drainage, Hannover, Germany. Vaes G. & Berlamont J. (1997), “Characterization of sewer systems with storage/throughflow-relationships”, conference on Mathematical Modelling in Environmental Pollution, Madrid, Spain. De Cock W., Vaes G., Blom P. & Berlamont J. (1998), “The efficiency of a storage sedimentation tank : numerical simulation and physical modelling”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Luyckx G., Vaes G. & Berlamont J. (1998), “Experimental investigation on the efficiency of a high side weir overflow”, 3rd international conference on innovative technologies in urban storm drainage, Lyon, France. Luyckx G., Vaes G. & Berlamont J. (1998), “Experimental investigation on the efficiency of a hydrodynamic separator”, 3rd international conference on innovative technologies in urban storm drainage, Lyon, France. Luyckx G., Vaes G. & Berlamont J. (1998), “Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic Storm King separator”, 4th international conference on Developments in Urban Drainage Modelling, London, UK. Vaes G. & Berlamont J. (1998), “Emission predictions with a multi-linear reservoir model”, 3rd international conference on innovative technologies in urban storm drainage, Lyon, France. Vaes G. & Berlamont J. (1998), “Conceptual modelling of overflow emissions”, IAWQ 19th biennial international conference on water quality, Vancouver, Canada. Vaes G. & Berlamont J. (1998), “Optimization of the reuse of rain water”, International WIMEK congress on Options for Closed Water Systems, Wageningen, the Netherlands. Vaes G., Willems P. & Berlamont J. (1998), “Assessment of combined sewer overflow emissions”, 4th International conference on developments in urban drainage modelling, London, UK.
8.14
The influence of rainfall and model simplification on combined sewer system design
Vaes G., Willems P. & Berlamont J. (1999), “Rainfall input requirements for hydrological calculations”, International conference on quality, management and availability of data for hydrology and water resources management, Koblenz, Germany. Vaes G. & Berlamont J. (1999), “The effect of changing technology on combined sewer system design”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia. Vaes G., Luyckx G., De Cock W. & Berlamont J. (1999), “A conceptual model for the impact assessment of storage sedimentation basins”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia. Willems P., Vaes G. & Berlamont J. (1999), “Compound IDF-relationships and design storms for two seasons and two storm types”, accepted for the 8th International Conference on Urban Storm Drainage, Sidney, Australia.
Local journals Vaes G. (1993), “Het ontwerp van bergbezinkingsbekkens”, Water, nr. 72, WEL, Wijnegem, Belgium. Berlamont J., Vaes G., Willems P. & Bellers R. (1994), “Randvoorzieningen aan rioolstelsels”, Water, nr. 79, WEL, Wijnegem, Belgium. Vaes G., Willems P. & Berlamont J. (1994), “Een kritische kijk op IDF-relaties”, Water, nr. 79, WEL, Wijnegem, Belgium. Vaes G. (1995), “Impaktberekeningen voor de afvoer van regen- en afvalwater”, Water, nr. 81, WEL, Wijnegem, Belgium. Vaes G. (1995), “Riooloverstorten in een Europees perspectief”, Water, nr. 83, WEL, Wijnegem, Belgium. Vaes G., Willems P. & Berlamont J. (1995), “Milieugerichte motivatie voor de vermindering van impakt vanwege riooloverstorten op de ontvangende oppervlaktewateren : deel 1", Water, nr. 83, WEL, Wijnegem, Belgium. Vaes G., Willems P. & Berlamont J. (1995), “Milieugerichte motivatie voor de vermindering van impakt vanwege riooloverstorten op de ontvangende oppervlaktewateren : deel 2", Water, nr. 84, WEL, Wijnegem, Belgium.
Publications
8.15
Vaes G. & Berlamont J. (1996), “Composietbuien als neerslaginvoer voor rioleringsberekeningen”, Water, nr. 88, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J.(1996), “Bakmodellen voor de beoordeling van overstorten”, Water, nr. 88, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1996), “Korte neerslagreeksen voor de berekening van rioolemissies”, Water, nr. 91, WEL, Wijnegem, Belgium. Vaes G., Berlamont J., Verhoest N., Troch P. & De Troch F. (1997), “Synthetische neerslag voor rioolemissieberekeningen”, Water, nr. 93, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1998), “Dimensionering van regenwaterputten en het effect ervan op de overstortemissies”, Water, nr. 101, WEL, Wijnegem, Belgium. Vaes G. & Berlamont J. (1999), “De impakt van de technologische evolutie op het ontwerp van rioleringen”, Water, nr. 104, WEL, Wijnegem, Belgium.
8.16
The influence of rainfall and model simplification on combined sewer system design
Curriculum Vitae Name : Guido Vaes Born at Hasselt, Belgium on January 20, 1969 Nationality : Belgian Studies :
Civil Engineering at the K.U.Leuven, Belgium from October 1987 till July 1992. Optional subjects : Sewer systems, unsteady flow, coastal engineering, tunnels. MSc thesis : “The efficiency of storage sedimentation basins as a function of the design” together with Jorgen Hubrechts. Tests with tracers were carried out in a physical (scale) model. This thesis was awarded with the WATER 1992 award of WEL. In September 1992 started as assistant of prof. Jean Berlamont at the Hydraulics Laboratory of the K.U.Leuven in the research field of sewer systems. Research topics : S Numerical models for sewer system calculations, as well for design and flooding problems as for the assessment of the combined sewer overflow emissions. Testing of the software which is used in Flanders. Development of a simplified model for the calculation of combined sewer overflow emissions. Comparison of models with different degree of detail and their effect on the accuracy of the results. S Analysis of rainfall data with regard to the use for hydraulic and hydrological calculations. Determination of IDF-relationships and composite design storms. Selection of short rainfall series for design and impact calculations. Comparison of different types of rainfall input with regard to the effect on the accuracy of the results. Analysis of the effect of source control (storage, infiltration and re-use) on the water input into the combined sewer systems. S Follow up of design aspects of ancillaries at combined sewer overflows and the impact of it on the receiving waters. Physical and numerical modelling of ancillary structures, as for instance storage sedimentation basins. S Expertises with regard to flooding problems caused by rainfall runoff and sewer systems. S Cooperation with the government for the composition of guidelines for sewer system design.
Curriculum Vitae 8.17
