Modeling Storm Sewer Networks in the City of Newport News, Virginia Using Two Different Software Solutions

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1 Modeling Storm Sewer Networks in the City of Newport News, Virginia Using Two Different Software Solutions Mid-Atlantic Chapter APWA Annual Conference May 9 th, 2013

2 Overview + Storm Water Modeling Basics + Newport News Project Summary + Modeling Approach + Final Thoughts

3 Purpose of the Storm Water Model + Floodplain boundaries Street flooding Areas of concern + Design purposes Level of Service LOS Locate problem areas Pre- vs. post- analysis + Level of Detail (Macro vs. Micro) Pipe diameter criteria Private and public systems System capacity / inlet capacity

4 Choosing a Modeling Solution + Accuracy Inventory and elevation data Modeling level of detail / assumptions + Appropriate Type of Model + User Interface Tools Results + Personal Preference What you are familiar with What you/client owns

5 Models Used + MIKE Urban (Version 2011, SP7) City owns program Use it with sanitary modeling 1D and 2D capabilities + XP-SWMM (Version 2012, SP1) DTM tools Powerful 2D capabilities

6 MIKE Urban - Interface

7 MIKE Urban Typical Results

8 XPSWMM - Interface

9 XPSWMM Typical Results

10 Newport News Project Summary

11 Project Overview + Data Collection Comprehensive inventory Survey grade location and elevations + Modeling Surface and sub-surface 1D and 2D + Alternative Analysis Goal = 10-year LOS Pipe upgrades New alignments/parallel systems Pump station

12 Level of Service Existing Conditions Proposed Conditions

13 Hydrology + Methodologies / Assumptions + Drainage Areas + Infiltration / Direct Runoff + Hydrograph Method EPA-SWMM5 SCS Unit Hydrograph

14 Hydrology Comparison (100-year)

15 1D Dual Drainage vs. 1D/2D Coupled Network 1D Dual Drainage 1D/2D Coupled

16 1D Surface Flow Network

17 XPSWMM - DTM Extraction

18 MIKE Urban - Links

19 2D Grid Cell Size Large (30 foot) Small (10 foot)

20 MIKE Urban 2D

21 MIKE Urban 2D Boundary Conditions Vertical or Horizontal Only

22 MIKE Urban 2D - Workflow #1 MIKE Zero #5 MIKE Urban #2 MIKE Urban #4 MIKE Flood #3 MIKE 21

23 #1 MIKE Zero Input files

24 #2 MIKE Urban

25 #3 MIKE 21 - Interface

26 #3 MIKE 21 Edit Surface Grid

27 #3 MIKE 21 Boundary Conditions

28 #4 MIKE Flood Coupled Run

29 #5 MIKE Urban - Results

30 XPSWMM - 2D Model

31 XPSWMM 2D Elevation Data

32 XPSWMM 2D Results

33 Calibration / Verification + Rainfall Data Rain gauges NEXRAD + Flood Elevations Surveyed Photos + Flow / Stage Gauges + Citizen Complaints

34 Rainfall Events + May 15, 2012 Citywide inches Study inches + June 1, 2012 Citywide 6.77 inches Study 4.47 inches + August 25, 2012 Citywide 9.68 inches Study 4.94 inches

35 June 2012 Event

36 Alternatives Jefferson Avenue Ivy Avenue

37 MIKE Urban - Scenario Manager

38 XPSWMM - Scenario Manager

39 2D Modeling - Small Ponds & Channels

40 2D Modeling - Roadside Ditches & Small Channels Roadside Ditch Small Channel

41 2D Modeling - Multiple 2D Domains

42 Strengths & Weaknesses

43 MIKE Urban - Strengths + ArcGIS and GeoDatabase + 1D computational convergence + Result statistics export to Shapefiles + Path tracing + Alternatives/Scenarios + HTML result summaries + 2D time series graphs at grid cells

44 MIKE Urban - Weaknesses + Inconsistent units displayed/reported + Cross-sections + DTM tools + Scenario manager + Parent/child relationships + 2D active/inactive areas + 2D computational grid + 2D boundaries + 2D starting water surface elevations + 2D boundary time series properties + Overall runtimes (Input vs. Computational)

45 XPSWMM - Strengths + DTM extraction tools + 2D grid properties + 2D active/inactive areas + 2D boundaries + 2D elevation tools + 2D starting water surface elevations + 2D layers + 2D results

46 XPSWMM - Weaknesses + Database formats + Scenario manager + 1D computational convergence + User interface

47 Final Thoughts + Good solutions can be achieved using various software applications + Know the model s limitations and assumptions + MIKE Urban 2D is limited to closed boundaries + Watch out for units with MIKE Urban + Keep it as simple as possible

48 Thank You Steve Godfrey, PE, CFM

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