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Sewer rehabilitation planning under uncertainty
Egger, C. S. (2015). Sewer rehabilitation planning under uncertainty [Doctoral dissertation, ETH Zürich]. https://doi.org/10.3929/ethz-a-010532893
Modeling reactive flows in urban water engineering
Gresch, M. (2010). Modeling reactive flows in urban water engineering [Doctoral dissertation, ETH Zürich]. https://doi.org/10.3929/ethz-a-006246522
Quantification of oxygen fluxes in a long gravity sewer
Huisman, J. L., Gasser, T., Gienal, C., Kühni, M., Krebs, P., & Gujer, W. (2004). Quantification of oxygen fluxes in a long gravity sewer. Water Research, 38(5), 1237-1247. https://doi.org/10.1016/j.watres.2003.11.012
Transport and transformation processes in combined sewers
Huisman, J. L. (2001). Transport and transformation processes in combined sewers [Doctoral dissertation, ETH Zürich]. https://doi.org/10.3929/ethz-a-004176286
Propagation of waves and dissolved compounds in sewer
Huisman, J. L., Burckhardt, S., Larsen, T. A., Krebs, P., & Gujer, W. (2000). Propagation of waves and dissolved compounds in sewer. Journal of Environmental Engineering, 126(1), 12-20. https://doi.org/10.1061/(Asce)0733-9372(2000)126:1(12)
Potential of denitrification and solids removal in the rectangular clarifier
Koch, G., Pianta, R., Krebs, P., & Siegrist, H. (1999). Potential of denitrification and solids removal in the rectangular clarifier. Water Research, 33(2), 309-318. https://doi.org/10.1016/S0043-1354(98)00220-6
Requirements for integrated wastewater models - driven by receiving water objectives
Rauch, W., Aalderink, H., Krebs, P., Schilling, W., & Vanrolleghem, P. (1998). Requirements for integrated wastewater models - driven by receiving water objectives. Water Science and Technology, 38(11), 97-104. https://doi.org/10.1016/S0273-1223(98)00644-1
Guiding the development of urban drainage systems by sustainability criteria
Krebs, P., & Larsen, T. A. (1997). Guiding the development of urban drainage systems by sustainability criteria. Water Science and Technology, 35(9), 89-98. https://doi.org/10.1016/S0273-1223(97)00187-X
Dynamic loading tests for final settling tanks
Baumer, P., Volkart, P., & Krebs, P. (1996). Dynamic loading tests for final settling tanks. Water Science and Technology, 34(3-4), 267-274. https://doi.org/10.1016/0273-1223(96)00582-3
Numerische Modellierung der Prozesse in Nachklärbecken
Krebs, P. (1996). Numerische Modellierung der Prozesse in Nachklärbecken. VSA Verbandsbericht, 511, 12-24.
Reducing the overall impact on a small receiving water
Krebs, P., Krejci, V., Fankhauser, R., & Siegrist, H. (1996). Reducing the overall impact on a small receiving water (pp. 365-370). Presented at the 7th international conference on urban storm drainage. SuG Verlagsgesellschaft.
Untersuchungen zur Verbesserung der Strömung in den Nachklärbecken der Kläranlage Einsiedeln
Baumer, P., Volkart, P., Bretscher, U., & Krebs, P. (1995). Untersuchungen zur Verbesserung der Strömung in den Nachklärbecken der Kläranlage Einsiedeln. KA: Korrespondenz Abwasser, 42(4), 598-612.
Inlet-structure design for final clarifiers
Krebs, P., Vischer, D., & Gujer, W. (1995). Inlet-structure design for final clarifiers. Journal of Environmental Engineering, 121(8), 558-564. https://doi.org/10.1061/(Asce)0733-9372(1995)121:8(558)
Success and shortcomings of clarifier modelling
Krebs, P. (1995). Success and shortcomings of clarifier modelling. Water Science and Technology, 31(2), 181-191. https://doi.org/10.1016/0273-1223(95)00191-O
Denitrification in secondary clarifiers
Siegrist, H., Krebs, P., Bühler, R., Purtschert, I., Röck, C., & Rufer, R. (1995). Denitrification in secondary clarifiers. Water Science and Technology, 31(2), 205-214. https://doi.org/10.1016/0273-1223(95)00193-Q
Improvement of secondary clarifiers efficiency by porous walls
Krebs, P., Vischer, D., & Gujer, W. (1992). Improvement of secondary clarifiers efficiency by porous walls. Water Science and Technology, 26(5-6), 1147-1156. https://doi.org/10.2166/wst.1992.0556