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University of Colorado Denver
 

Research Publications

Dr. James C.Y. Guo


​​ Untitled Document

Click on the title to download Dr. Guo s publications;

Or GOOGLE using James C.Y. Guo and Storm Water for more information.             

To get more information of Dr. Guo s ASCE journal articles, visit http://ascelibrary.org

 

 (1) WATERSHED HYDROLOGY

  1. (W1) Rain Under-Catch due to Wind Influence and Vegetal Cover
  2. (W2) Derivation of Design Rainfall Distribution
  3. (W3) Kinematic Wave Dimensionless Unit Hydrograph
  4. (W4) Inflection Point on Runoff Hydrograph
  5. (W5) Hydrologic Modeling Consistency and Sensitivity to Watershed Size
  6. (W6) Rational Hydrograph Method for Small Urban Catchments
  7. (W7) Overland Flow Model for Hot-Oil Spill
  8. (W8) Semi-Virtual Watershed Model by Neural Networks
  9. (W9) Application of Kinematic Wave Approach to Irregular Watersheds
  10. (W10) Watershed Preservation using LID Designs
  11. (W11) Rain Gage Density and Watershed Modeling
  12. (W12) Discussion on Rational Hydrograph Method  
  13. (W13) Field Test on KW Approach to Irregular Watersheds
  14. (W14) Stormwater Centering Approach for Large Watershed Modeling
  15. (W15) Volume Based Runoff Coefficients
  16. (W16) Modeling Consistency from small to large watersheds

 

(2) STORM WATER LID and BMP TECHNIQUES

  1. (SW1) Retrofit Detention Basin for Water Quality Control
  2. (SW2) Retrofit Retention Volume for Low Impact Development
  3. (SW3) Retrofit Release Rate for Low Impact Development
  4. (SW4) LID Impact on Watershed Hydrologic Regime 
  5. (SW5) Effective Imperviousness Using Porous Pavement for Storm Water LID
  6. (SW6) Design of Infiltration Basin for on-site Storm Water Disposal
  7. (SW7) Design of Infiltration Trench for on-site Storm Water Disposal
  8. (SW8) Hydrology-based Method for Storm Water Detention Design
  9. (SW9) Pond Routing Functions and New Numerical Schemes
  10. (SW10) Off-line Storm Water Detention Design
  11. (SW11) Modified Rational Volume (FAA) method for Storm Water Detention Volume 
  12. (SW12) Seepage Flow beneath Recharge Pond Under Water Mounding Effects
  13. (SW13) Overflow Risk for Infiltration Basin
  14. (SW14) Sustainable Design for Retention Basin
  15. (SW15) Sustainable Design for Retention Basin ----CHINESE VERSION
  16. (SW16) Runoff Capture Volume Derived from Continuous Records for BMP Designs
  17. (SW17) Runoff Capture Volume Derived by Exponential Functions for BMP Designs
  18. (SW18) Overflow Risk for Stormwater Quality Control Pond (extended release only)
  19. (SW19) Overflow Risk for Stormwater On-site Disposal (infiltration and extended release)
  20. (SW20) Effective Imperviousness using Grass Buffer for Stormwater BMP
  21. (SW21) Effective Imperviousness as Incentive Index for Stormwater LID Designs
  22. (SW22) Design of TWO-LAYERED Rain Garden for on-site Disposal
  23. (SW23) Intro to Detention Basin and Retention Basin
  24. (SW24) Rain Garden Design for Stormwater LID
  25. (SW25) Design of Micro Pool for Extended Detention Basin
  26. (SW26) Hydrologic Model for Infiltrating Practice
  27. (SW27) Water Quality Capture Volume for BMP and LID Designs

 

(3) SAFETY for PONDS

  1. (SP1) Trash Rack for Safety in Storm Water Detention and Retention Designs
  2. (SP2) Lethal Suction under Clogged Outfall Pipe
  3. (SP3) Safety Concerns for Detention and Retention Pond Designs
  4. (SP4) Suction Force on Trash Rack V forensic analysis
  5. (SP5) Closure Force on Blocked Culvert Entrance V forensic analysis
  6. (SP6) Safety for Ponds

 

(4) STREET AND ROADWAY HYDRAULICS

  1. (ST1) Street Hydraulic Conveyance Capacity
  2. (ST2) Street Hydraulic Storage Capacity
  3. (ST3) Design of Sump Inlets using the mixing flow concept
  4. (ST4) Design of Street Curb Inlet V Not available 
  5. (ST5) Design of Street Grate Inlet using Decay-based Clogging Factor
  6. (ST6) Recovery of Sand Amount through Drainage System after Winter Operation
  7. (ST7) Risk-based Design for Highway Detour Crossing Culverts
  8. (ST8) Design of Type C and D Inlets

 

(5)CHANNEL DESIGN

  1. (C1) Most Efficient Channel with Freeboard
  2. (C2) Most Efficient and Least Cost Channel Cross Sections
  1. (C3) Optimal Design for Channel Drop Structure
  1. (C4) Collector Channel Hydraulics for Spillway Design
  2. (C5) Overland Flow on Pervious Surface
  3. (C6) Roll Waves in High Gradient Pulsating Flow
  4. (C7) Stable Numerical Solution for Overland Flow

 

JOURNAL PUBLICATIONS (The following papers are not downloadable)

 

Blackler, G. and Guo, James C.Y.(2013). Paved Area Reduction Factors under Temporally Varied Rainfall and Infiltration , ASCE Journal of Irrigation and Drainage Engineering, Vol. 139, No. 2, February 1, 2013

 

Guo, James C.Y. (2012). Storm Centering Approach for Flood Predictions from Large Watersheds , Journal of Hydrologic Engineering, Vol. 17, No. 9, September 1,

 

Guo, James C. Y. Cheng, Jeff, Wright, L.(2012) Field Test on Conversion of Natural Watershed into Kinematic Wave Rectangular Planes, ASCE J. of Hydrologic Engineering, Vol. 17, No. 8, August.

 

Guo, James C.Y. (2012). Off-stream Detention Design for Stormwater Management , Journal of Irrigation and Drainage Engineering, Vol. 138, No. 4, April 1.

 

Guo, James C. Y. Shih, H. M. and MacKenzie K. (2012) Stormwater Quality Control LID Basin with Micro pool , Journal of Irrigation and Drainage Engineering, Vol. 138, No. 5, May 1.

 

Guo, James C.Y. (2012). Cap-orifice as a Flow Regulator for Rain Garden Design ASCE J of Irrigation and Drainage Engineering, Vol. 138, No. 2, February.

 

Guo, James, C.Y., Urbonas, B., and K. MacKenzie (2011). The Case for a Water Quality Capture Volume for Stormwater BMP , J. of Stormwater, Oct.

 

Guo, James C.Y. Guo, Blackler, E G, Earles, A, and MacKenzie, K (2010) "Effective Imperviousness as Incentive Index for Stormwater LID Designs ASCE J. of Irrigation and Drainage Engineering, Vol 136, No12, Dec.

 

Guo, James C.Y., Jones, J. and Earles, A.(2010). Method of Superimposition for Suction Force on Trash Rack , ASCE J. of Irrigation and Drainage Engineering, Vol 136, No11, Nov.

 

Guo, James C.Y., and Jones, J. (2010). Pinning Force during Closure Process at Blocked Pipe Entrance , ASCE J. of Irrigation and Drainage Engineering, Vol 136, No2, Feb.

 

Guo, James C.Y. (2010) Preservation of Watershed Regime for Low Impact Development using (LID) Detention , ASCE J. of Engineering Hydrology, Vol 15, No 1., January.

 

Guo, James C.Y., Kocman, S and Ramaswami, A (2009) Design of Two-layered Porous Landscaping LID Basin, , ASCE J. of Environ Engineering, Vol 145, Vol 12, December.

 

Guo, James C.Y. and McKenzie, K, and Mommandi, A. (2008) Sump Inlet Hydraulics , ASCE J. of Hydraulic Engineering, Vol 135, No 1, Nov.

 

Guo, James C.Y.(2009) Retrofitting Detention Basin for LID Design with a Water Quality Control Pool , ASCE J. of Irrigation and Drainage Engineering, Vol 135, No 6, October.

 

Guo, James C.Y. and Urbonas, B. (2009) Conversion of Natural Watershed to Kinematic Wave Cascading Plane , ASCE J. of Hydrologic Engineering, Vol 14, No. 8, August.

 

Guo, James C.Y., (2009) Grade Control for Urban Channel Design , Elsevier Science, J. of Hydro-Environmental Research, Online publication complete: 18-FEB-2009 DOI information: 10.1016/j.jher.2009.01.001, February/March, pp 1-4.

 

Guo, James C.Y. and Harrigan, Kelly (2009). Conservative Design Rainfall Distribution , ASCE J. of Hydrologic Engrg. Volume 14, Issue 5, pp. 528-530

 

Guo, James C.Y. and Gerald Blackler. (2009) Least Cost and Most Efficient Channel Cross Sections , J. of Irrigation and Drainage Engineering, Vol 135, No. 2, pp 248-251 (March/April 2009)

Guo, James C.Y. and Cheng, J. Y.C.(2008) Retrofit Stormwater Retention Volume for Low Impact Development (LID) , ASCE J. of Irrigation and Drainage Engineering, Vol 134, No 6, December.

 

Guo, James C.Y. and Urbonas, B (2008) Consistency between Colorado Urban Hydrograph Procedure and Rational Methods, , Annual Natural Hazards News, published by Urban Drainage and Flood Control District, Denver, Colorado

 

Guo, James C.Y. (2008) Runoff Volume-Based Imperviousness Developed for Storm Water BMP and LID Designs , ASCE J. of Irrigation and Drainage Engineering, Vol 134, No 2, April.

 

Guo, James C. Y. (2008) Inflection on Recession Hydrograph, Response to Reader s Discussion on Dimensionless Kinematic Wave Unit Hydrograph for Storm Water Predictions, Vol 132, No. 4, ASCE J. of Irrigation and Drainage Engineering, July/August, Vol 134, No 2, ASCE J. of Irrigation and Drainage Engineering, April.

 

Guo, James C.Y. (2007) DOC. 1052 No. 869 for Videotape and Audio Deposition of James Chwen-Yuan Guo Recorded for Case of Andrew Sieger, Estate of Chad Sieger (Deceased) Versus The City of Omaha, Nebraska in the District Court of Douglas County, Nebraska District Court, Omaha, Nebraska, June 4, 2007

 

Guo, James C.Y. (2007) Stormwater Detention and Retention LID systems, Invited, J. of Urban Water Management, July

 

Guo, James C.Y., Urbonas, B., Mackenzie, K, and Lloyd, D (2007) Stormwater Computer Design Tools, Invited, J. of Urban Water Management, July

 

Guo, James C.Y. and Clark, J. (2006). Rational Volumetric Method for Off-line Storm Water Detention Design , J. of PB Network for Water Engineering and Management, Vol 21, No 3, Issue No. 64, December.

 

Guo, James C.Y. and Hsu, E.S.C. (2006). Hydrologic Modeling Consistency and Sensitivity to Watershed Size , J. of PB Network for Water Engineering and Management, Vol 21, No 3, Issue No. 64, December.

 

Guo, James C.Y. (2006). Decay-based Clogging Factor for Curb Inlet Design , Vol 132, No. 11, ASCE J. of Hydraulic Engineering, November.

 

Guo, James C.Y. (2006). Stormwater Predictions using Dimensionless Unit Hydrograph , Vol 132, No. 4, ASCE J. of Irrigation and Drainage Engineering, July/August.

 

Guo, James, C.Y., Hsu Eric S.C., and Chen, Jeffery (2006). x y a Φa U t Sustainable Surface-Subsurface Storm water Retention System Vol 14, No. 2, Journal of China Institute of Water Resources and Hydropower Research, June.

 

Jones, J, Guo, J.C.Y., and Urbonas, B. (2006). Safety on Detention and Retention Pond Designs , J. of Storm Water, Jan/Feb.

 

Guo, James C.Y. (2006). Overland Flow Model for Hot Asphalt Oil Spill , Vol 78, J. of Environmental Management, pp 102-105.

 

 

 

 

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