The University of Massachusetts Amherst
University of Massachusetts Amherst

Search Google Appliance


Publications Library

Export 912 results:
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z 
[Anonymous].  1997.  Comparison and assessment of zero-rise floodplain ordinances. Journal of Water Resources Planning and Management. 123(4):239-245.
Degroot DJ, Lutenegger AJ.  1994.  A comparison between field and laboratory measurements of hydraulic conductivity in a varved clay. Hydraulic Conductivity and Waste Contaminant Transport in Soil. :300-317.
Adamec K, Ahlfeld D. P., Palmer RN, Polebitski AS.  2011.  Comparison of a Daily and Sub-Daily Optimization Model for Hydropower Generation: Does Greater Resolution Result in Greater Operational Insight? World Environmental and Water Resources Congress 2011. :3036-3047.
Mitchell T.J., Degroot DJ, Lutenegger AJ, Ernst H., McGrath V..  1999.  Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: A case study in Massachusetts. Transportation Research Record: Transportation Research Board. 1675:24-31.
Carswell W, Fontana CM, Arwade SR, Degroot DJ, Myers AT.  2015.  Comparison of Cyclic P-Y Methods for Offshore Wind Turbine Monopiles Subjected to Extreme Storm Loading. ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. Volume 9: Ocean Renewable Energy:V009T09A060,9pages.
Hua G, Reckhow DA.  2007.  Comparison of disinfection byproduct formation from chlorine and alternative disinfectants. Water Research. 41(8):1667–1678.
Yang C, Morgul EFaruk, Gonzales EJ, Ozbay K.  2014.  Comparison of mode cost by time of day for nondriving airport trips to and from New York City’s Pennsylvania Station. Transportation Research Record: Journal of the Transportation Research Board. (2449):34-44.
Park M-H, Stenström MK.  2008.  Comparison of pollutant loading estimation using different land uses and stormwater characteristics in Ballona Creek Watershed. Water Science and Technology. 57(9):1349-1354.
Palmer RN, Cohan J.L..  1986.  Complexity as a measure of model appropriateness. Journal of Water Resources Planning and Management Division. 112(4):453-468.
Kindzerske M, Ni D.  2007.  Composite nearest neighbor nonparametric regression to improve traffic prediction. Transportation Research Record. 1993:30-35.
McClellan J.N, Reckhow DA, Tobiason JE, Edzwald JK, Smith DB.  2000.  A Comprehensive Kinetic Model for Chlorine Decay and Chlorination By-Product Formation. Natural Organic Matter and Disinfection By-Products. 761:223-246.
Moradi M, Arwade SR, Schafer BW.  2013.  Computational evaluation of limit states of thin-walled channels made from steel foam. Thin-Walled Structures. 62:206-214.
Gerasimidis S, Bisbos CD, Baniotopoulos CC.  2014.  A computational model for full or partial damage of single or multiple adjacent columns in disproportionate collapse analysis via linear programming. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance. 10(5):670-683.
Karatzas G.P, Pinder G.F, Ahlfeld D. P..  1999.  Computer-facilitated groundwater remediation design. Technology: A Journal of Science Serving Legistative, Regulatory, and Judicial Systems . 6(4-6):453-473.
Altwair N, Salem MAMK, Breña SF, Hoque ST.  2016.  Concepts in the Design of Lateral-Load Systems in High Rise Buildings to Reduce Operational Energy Consumption. International Conference on Chemical, Civil and Environmental Engineering (CCEE-2015).
Ahlfeld D. P., Dahmani A., Ji W..  1994.  A conceptual model of field behavior of air sparging and its implications for application. Groundwater Monitoring & Remediation. 14(4):132–139.
Novak JT, Park C, Abu-Orf M.M..  2004.  Conditioning and dewatering of digested waste activated sludges. Journal of Residuals Science and Technology. 1(1):45-51.
Novak JT, Park C, Abu-Orf M.M..  2005.  Conditioning and dewatering of digested waste activated sludges-closure. Journal of Residuals Science and Technology . 2:110-112.
Palmer RN.  2007.  The confluence of a career: Virtual droughts, shared-vision planning, and climate change. Journal of Water Resources Planning and Management. 133(4):287-288.
Ray PA, Brown C.  2015.  Confronting Climate Uncertainty in Water Resources Planning and Project Design: The Decision Tree Framework.
Barlow PM, Ahlfeld D. P., Dickerman D..  2003.  Conjunctive-management models for sustained yield of stream-aquifer systems. Journal of Water Resources Planning and Management. 129(1):35-48.
Argote-Cabanero J, Christofa E, Skabardonis A.  2015.  Connected vehicle penetration rate for estimation of arterial measures of effectiveness. Transportation Research Part C: Emerging Technologies. 60:298-312.
Myers AT, Arwade SR, Manwell J.  2013.  Consideration of Hurricanes and Tropical Cyclones in the Design of Offshore Wind Turbines. European Wind Energy Academy Conference.
Reckhow DA, Olin SS.  1998.  Contaminant Characteristics. Exposure to Contaminants in Drinking Water: Estimating Uptake through the Skin and by Inhalation. :256.
Ahlfeld D. P., Mulvey J.M, Pinder G.F, Wood P.F.  1988.  Contaminated groundwater remediation design using simulation, optimization, and sensitivity theory: 1. Model development. Water Resources Research. 24(3):431–441.
Ostendorf DW, Hinlein ES, Rotaru C, Degroot DJ.  2006.  Contamination of groundwater by outdoor highway deicing agent storage. Journal of Hydrology. 326(1-4):109-121.
Palmer RN, Falconi S.M., Werick W.  Submitted.  The continuing experiment in interdisciplinary research—What makes models effective participatory decision tools. Water Resources Research.
Reckhow DA.  1999.  Control of Disinfection By-Product Formation Using Ozone. Formation and Control of Disinfection By-Products in Drinking Water .
Tobiason JE, Knocke WR, Islam AA, Goodwill JE.  2007.  Control of Periodically Elevated Raw Water Manganese with Oxide Coated Media. 2007 American Water Works Association Water Quality Technology Conference.
Corbin MJ, Reckhow DA, Tobiason JE, Kaminski GS.  2003.  Controlling DBPs by delaying chlorine addition until after filtration. Journal of the New England Water Works Association. 117(4):243-251.