PhD, Colorado State University, 1963 - 1966
Kalainesan, S., Neufeld, R.D., Quimpo, R., & Yodnane, P. (2009). Application of Revised Universal Soil Loss Equation to the Design of Construction Site Sedimentation Basins. ENVIRONMENTAL ENGINEERING SCIENCE, 26(1), 33-43.Mary Ann Liebert Inc. doi: 10.1089/ees.2007.0101.
Kalainesan, S., Neufeld, R.D., Quimpo, R., & Yodnane, P. (2009). Sedimentation basin performance at highway construction sites. JOURNAL OF ENVIRONMENTAL MANAGEMENT, 90(2), 838-849.Elsevier BV. doi: 10.1016/j.jenvman.2008.01.016.
Kalainesan, S., Neufeld, R.D., Quimpo, R., & Yodnane, P. (2008). Integrated methodology of design for construction site sedimentation basins. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 134(8), 619-627.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9372(2008)134:8(619).
Quimpo, R.G. (2007). Hydrologic modeling support for sustainable water resources management. Water Resources Management IV, 103, 191-199.WIT Press. doi: 10.2495/wrm070191.
Quimpo, R.G., & Wu, S.J. (1997). Condition Assessment of Water Supply Infrastructure. Journal of Infrastructure Systems, 3(1), 15-22.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)1076-0342(1997)3:1(15).
Nitivattananon, V., Sadowski, E.C., & Quimpo, R.G. (1996). Optimization of water supply system operation. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 122(5), 374-384.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9496(1996)122:5(374).
SADOWSKI, E., NITIVATTANANON, V., & QUIMPO, R.G. (1995). COMPUTER-GENERATED OPTIMAL PUMPING SCHEDULE. JOURNAL AMERICAN WATER WORKS ASSOCIATION, 87(7), 53-63.
WU, S.J., YOON, J.H., & QUIMPO, R.G. (1993). CAPACITY-WEIGHTED WATER DISTRIBUTION-SYSTEM RELIABILITY. RELIABILITY ENGINEERING & SYSTEM SAFETY, 42(1), 39-46.Elsevier BV. doi: 10.1016/0951-8320(93)90053-2.
Sue-Jen Wu, & Quimpo, R.G. (1992). Predictive model and reliability analysis for water distribution systems.
Sue-Jen, W., & Quimpo, R.G. (1992). Predictive model and reliability analysis for water distribution systems.
Sue-Jen, W., & Quimpo, R.G. (1992). Predictive model and reliability analysis for water distribution systems.
QUIMPO, R.G., & SHAMSI, U.M. (1991). RELIABILITY-BASED DISTRIBUTION-SYSTEM MAINTENANCE. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 117(3), 321-339.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9496(1991)117:3(321).
Al-Yousfi, A.B., Liaghat, A., Casson, L.W., & Quimpo, R.G. (1990). Physical and chemical aspects of the Ashland oil spill. National Conference on Environmental Engineering, 875-876.
Shamsi, U.M., & Quimpo, R.G. (1988). Reliability analysis of water distribution networks. Journal of the Institution of Engineers (India): Civil Engineering Division, 68 pt 6, 298-302.
SHAMSI, U.M., QUIMPO, R.G., & YOGANARASIMHAN, G.N. (1988). AN APPLICATION OF KRIGING TO RAINFALL NETWORK DESIGN. NORDIC HYDROLOGY, 19(3), 137-152.IWA Publishing. doi: 10.2166/nh.1988.0010.
QUIMPO, R.G., & BROHI, A.B. (1986). ON THE FREQUENCY-DISTRIBUTION OF RAINDROP SIZES. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 112(2), 119-129.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9437(1986)112:2(119).
QUIMPO, R.G., ALEJANDRINO, A.A., & MCNALLY, T.A. (1985). REGIONALIZED FLOW DURATION FOR PHILIPPINES - CLOSURE. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 111(1), 120-121.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9496(1985)111:1(120).
QUIMPO, R.G. (1984). SPATIAL HETEROGENEITY AND MODELS OF SURFACE RUNOFF. JOURNAL OF HYDROLOGY, 68(1-4), 19-28.Elsevier BV. doi: 10.1016/0022-1694(84)90201-4.
QUIMPO, R.G., & BROHI, A.B. (1984). RAINFALL ENERGY FROM DROP SIZE DATA. WATER SCIENCE AND TECHNOLOGY, 16(8-9), 271-283.IWA Publishing. doi: 10.2166/wst.1984.0197.
Wall, D.J., & Quimpo, R.G. (1984). Sensitivity of model choice in reservoir design.
QUIMPO, R.G., ALEJANDRINO, A.A., & MCNALLY, T.A. (1983). REGIONALIZED FLOW DURATION FOR PHILIPPINES. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 109(4), 320-330.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9496(1983)109:4(320).
Wall, D.J., Brohi, A.B., & Quimpo, R.G. (1982). Forecasting model selection criteria.
Quimpo, R.G., & Yuan, S.Q. (1979). Parameter estimation in a second order runoff model. Modeling hydrologic processes. Proc. Fort Collins 3rd international hydrology symposium, July 1978, 552-560.
HAJAS, L., BOGGS, D.B., SHUCKROW, A.J., & QUIMPO, R.G. (1978). PROJECTING URBAN RUNOFF FLOWS AND LOADS. JOURNAL OF THE ENVIRONMENTAL ENGINEERING DIVISION-ASCE, 104(6), 1149-1163.
Quimpo, R.G., & Cheng, M.S. (1974). On the variability of seasonal parameters in hydrologic time series. Journal of Hydrology, 23(3-4), 279-287.Elsevier BV. doi: 10.1016/0022-1694(74)90008-0.
Quimpo, R.G. (1973). Link between stochastic and parametric hydrology. J. HYDRAUL. DIV., PROC. ASCE, 99(3 (Mar. 1973)), 461-470.
Quimpo, R.G., & Yang, J. (1970). Sampling Considerations in Stream Discharge and Temperature Measurements. Water Resources Research, 6(6), 1771-1774.American Geophysical Union (AGU). doi: 10.1029/wr006i006p01771.
QUIMPO, R.G. (1969). REDUCTION OF SERIALLY CORRELATED HYDROLOGIC DATA. International Association of Scientific Hydrology. Bulletin, 14(4), 111-118.Informa UK Limited. doi: 10.1080/02626666909493758.
Quimpo, R.G. (2008). Life-Long Learning in Water Resources Professional Education. In World Environmental and Water Resources Congress 2008, 316.American Society of Civil Engineers. doi: 10.1061/40976(316)153.
Quimpo, R.G., & Swensson, M. (2005). Use of Radar-Based Precipitation Estimates for Runoff Prediction. In Impacts of Global Climate Change, (p. 492).American Society of Civil Engineers. doi: 10.1061/40792(173)492.
Quimpo, R.G. (2001). Issues in the Distributed Modeling of Watersheds. In Bridging the Gap, 111.American Society of Civil Engineers. doi: 10.1061/40569(2001)83.
Quimpo, R.G. (2000). ABET Preparations and Experiences Related to Water Resources. In Building Partnerships, 104.American Society of Civil Engineers. doi: 10.1061/40517(2000)1.