Friday, July 22, 2011

Philadelphia Low Impact Development Symposium



Philadelphia Low Impact 
Development Symposium

Greening the Urban Environment

September 25-28, 2011, Philadelphia, PA

Image courtesy of Philadelphia Water Dept.

Sunday, September 25, 2011

9:00am - 4:30pm Pre-Conference Workshops
9:00am - 12:00pm - LID 101: Basic Concepts and Applications
9:00am - 12:00pm - Extensive Green Roof Design for Civil/Stormwater Engineers
1:00pm - 4:30pm - LID 201: Design Guidelines for LID Practices
1:00pm - 4:30pm - Permeable/Pervious Pavement
Pre-Conference Workshops
9:00am - 4:30pm
Commonwealth Rooms

Monday, September 26 - Plenary Session

Mr. Howard Neukrug 
Commissioner
Philadelphia Water Department
We are pleased to have Commissioner Howard Neukrug of the Philadelphia Water Department as our Plenary Speaker. Commissioner Neukrug has been the driving force behind the Green City, Clean Waters approach to solutions to the city's Combined Sewer Overflow challenges. Links to the city's plan can be found here:http://www.phillywatersheds.org/what_were_doing/documents_and_data/cso_long_term_control_plan/
Joining Commissioner Neukrug in welcoming the participants will be:
  • Robert G. Traver, PhD, PE, WRE, Professor and Director, VCASE and VUSP, Conference Chair
  • Tom Davenport - Director, EPA 319 Non Point Source Monitoring Program
  • Glen Rider, Director, Bureau of Watershed Management, PA DEP
  • Shawn M. Garvin, Administrator for EPA's Mid-Atlantic Region
photo of Philadelpia
Photo Courtesy of the Philadelphia Water Department.
Plenary
Monday, 8:30 am
Regency Ballroom

Chesapeake Bay Panel - "LID and the Chesapeake TMDL"

Chesapeake Bay
Moderator: Robert G. Traver, PhD, PE, WRE 
Professor and Director, VCASE and VUSP,
Conference Chair
The purpose of this panel is to discuss the role of LID in meeting the TMDL requirements for Nitrogen and Phosphorus reductions in the Chesapeake Bay. Each panelist will be asked to first make a brief overview of their thoughts on the issue. A moderated discussion will follow based upon submitted questions to the moderator. Please feel free to submit questions prior to the conference to the moderator.
(Image Source – USEPA Chesapeake Bay Program Office)
Panel
9:30 am
Regency Ballroom

LID-MARC

Moderator: Bill Hunt, PhD, PE 
Associate Professor, NC State University
Conference Co-Chair
Present and Future Directions with LID Research
Bill Hunt, NC State University
Allen Davis, University of Maryland
Robert Traver, Villanova University
Plenary, Cont'd
10:00 am
Regency Ballroom

Technical Sessions

Track ITrack IITrack IIITrack IVTrack VTrack VITrack VIITrack VIII
SCMs ISCMs IIAssessing LIDPlan & StndCities & StreetsModels & CSOsOutreach & Codes319 & Chesapeake
Monday, September 26, 2011
10:50amLID/MARCMonitoringLID Econ IDesStand ISustain & LID IFilter/ManufOutreach I319 I
1:40pmBioret IHarscape ILID Econ IIDesStand IISustain & LID IIModels IOutreach II319 II
3:40pmBioret IIHardscape IIMetricsDesStand IIIStreets IModels IIOutreach II319 III
Tuesday, September 27
8:30am *5*NonStructPhillyVolRed IMuni Pln IDC 1CSOs 1W'shed Pln IChes Fed
10:55amBioret IIIG. Roof IVolRed IIMuni Pln IIStreets IICity Pln IOutreach IVPanel
1:45pmBioret IVG. Roof IIAttenuat'nCity Pln IIStreets IIIModels IIIRegs & Code I319 IV
3:45pmMediaG. Roof IIIExtreme LIDCity Pln IIIStreets IVModels IVRegs & Code II319 V
Wednesday, September 28
8:30am *5*O & MW. Harvest IEcologyW'shed Pln IIDC IICSOs IITransprt ICase Studies
10:55amW. Harvest IICampusClimate ChTransprt IICSOs IIIRegs & Code III319 VI

Wednesday, September 28, 2011

Field Tours - 1:00 - 4:30pm
Tour A - Villanova Urban Stormwater SCM Research and Demonstration Park
Tour B - Reinventing the Neighborhood (PWD)
Tour C - Urban LIDs (PWD)
Tour D - Stroud Preserve and Stroud Water Research Center 319 NPS National Monitoring Site
Link Here  
Field Tours 
1:00pm - 4:30pm

Updated July 18, 2011

Thursday, July 21, 2011

Infiltration Data in SWMM 5

Subject:  Infiltration Data in SWMM 5

Infiltration Data in SWMM 5

by dickinsonre
Subject:  Infiltration Data in SWMM 5
If you are using Non linear Reservoir Modeling in SWMM 5 there are
1.   Five parameters for Horton Infiltration,
2.   Three parameters for Green-Ampt and
3.   Two parameters for CN infiltration, one parameter (conductivity) has been deprecated by the EPA in SWMM 5.   The Drying Time is used to regenerate the Infiltration Rate for continuous simulation.  Only two parameters are now used for CN infiltration:  The CN value itself and the drying time.
  



Tuesday, July 19, 2011

A feedback loop involves four distinct stages

A feedback loop involves four distinct stages. First comes the data: A behavior must be measured, captured, and stored. This is the evidence stage. Second, the information must be relayed to the individual, not in the raw-data form in which it was captured but in a context that makes it emotionally resonant. This is the relevance stage. But even compelling information is useless if we don’t know what to make of it, so we need a third stage: consequence. The information must illuminate one or more paths ahead. And finally, the fourth stage: action. There must be a clear moment when the individual can recalibrate a behavior, make a choice, and act. Then that action is measured, and the feedback loop can run once more, every action stimulating new behaviors that inch us closer to our goals, From Wired Magazine http://www.wired.com/magazine/2011/06/ff_feedbackloop/all/1


Thursday, July 14, 2011

Status Report Bookmarks in SWMM 5.0.022

Subject:  Status Report Bookmarks in SWMM 5.0.022
RPT File BookMarks for SWMM5

SWMM 5 Slope Rules are Critical to Understand for Short Pipes

Subject:  SWMM 5 Slope Rules are Critical to Understand for Short Pipes

If you have a short pipe and an significant offset depth for the pipe at either the upstream or downstream end of the pipe then the difference between the arithmetic method of calculating the slope and the SWMM 5 method can be noticeably different. 



Tuesday, July 12, 2011

Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM

Subject:  Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM

Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM

by dickinsonre
Subject:  Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM

The dynamic wave flow in SWMM5 and InfoSWMM is calculated from the following equation

Q  =   (Qold – dq2 + dq3*sigma +  dq4*sigma ) / ( 1  + dq1 + dq5)

Where,

Qold               =         Last Time Step Flow in the Link
dq1                 =         friction loss term
dq2                 =         water suface slope + bed slope term
dq3                 =         midpoint area non linear term
dq4                 =         upstream and downstream area non linear term
dq5                 =         Entrance, Other and Exit Loss Term
sigma            =         function of the Froude number and a function of the Three Intertial Term Options

Figure 1 shows how Sigma is set based on the user selection of the Three Intertial Terms.  Figure 2 shows how Sigma is calculated for the Dampen Option.  If you use Ignore then dq3 and dq4 are ignored all of the time, if you use Dampen then dq3 and dq4 are used for a Froude number less than 0.5 and then the terms gradually fade away until a Froude number of 1 is reached.   If you use Keep then the non linear terms are used all of the time no matter the value of the link Froude Number. There is one exception to this rule: If a closed link is full then the value of sigma is set to 0.0 no matter what is selected for the Intertial Term.

Figure 1.  The value of Sigma for each of the Three Inertial Term Options in SWMM 5 and InfoSWMM/H2OMAP SWMM
Figure 2.  At each iteration for each link during the simulation the link Froude Number is calculated and based on the Froude Number the value of Sigma is Set.

SWMM 5 QA and Application Manuals on the EPA Web Site

Subject:   SWMM 5 QA and Application Manuals on the EPA Web Site

SWMM 5 QA and Application Manuals on the EPA Web Site

by dickinsonre
Subject:   SWMM 5 QA and Application Manuals on the EPA Web Site
The EPA Web Site has three manuals that you can download at http://www.epa.gov/nrmrl/wswrd/wq/models/swmm/#Downloads
1.   SWMM Applications Manual
2.   SWMM 5 Quality Assurance Report
3.   SWMM 5 Users Manual

How to Make a Small Model out of a Large Model in H2OMAP Sewer

Subject: How to Make a Small Model out of a Large Model in H2OMAP Sewer

How to Make a Small Model out of a Large Model in H2OMAP Sewer and InfoSewer

by dickinsonre
Subject:  How to Make a Small Model out of a Large Model in H2OMAP Sewer
The process is easy if you use Domain and Facilities.  
Step 1.  Use the Trace Upstream Network Command in Utilities to find the upstream network from your node of interest.  The upstream network is saved to a Domain.
Step 2.  Use the Facility Manager to 1st deactivate the whole network and then 2nd to add the Domain to your Facility or the nodes and links that you will simulate
You now have a smaller network to examine in Detail.  You may have to make a temporary Outfall node to run the model if there are no Outfalls in the model.


Monday, July 11, 2011

InfoSWMM Pump Operation Curve and Time Off Curve

Subject: InfoSWMM Pump Operation Curve and Time Off Curve

The InfoSWMM pump operation curve will show you over time the relationship between the head of the pump and the pump flow. The pump summary table will also tell you how often the pump head was higher than the High Head of the Curve and how often the pump head was lower than the Low Head of the Curve. If you replay the animation the purple square will move up and down the pump curve.



Dry Weather Flow in SWMM 5

Subject:   Dry Weather Flow in SWMM 5

Dry Weather Flow in InfoSWMM and H2OMap SWMM

by dickinsonre
Dry Weather Flow in InfoSWMM and H2OMap SWMM 
Dry weather flow can be added to any node in H2OMAP SWMM.  The dry weather flow is computed as the average flow * the monthly pattern * the daily pattern * hourly pattern * the weekend daily pattern to give the Dry Weather Flow at any time step (Figure 1).   Since the four types of patterns (Figure 2) are all multiplied together then for Saturday and Sunday the hourly pattern and the weekend hourly pattern will both be used.   This will have the effect of overestimating the flow if the multipliers are greater than 1 and underestimating theflow if the multipliers are less than one.  You should enter the  Pattern X for the Weekend Hourly Pattern in H2OMAP SWMM  where 
X  = Weekend Hourly Pattern / Hourly Pattern 
So that when the pattern X is multiplied by the Hourly Pattern the program will use the intended Weekend Pattern. 
Figure 1.  How Dry Weather Flow is Computed in H2OMAP SWMM


Figure 2.  The Four Types of Time Patterns in H2OMAP SWMM, InfoSWMM and SWMM 5 




Sunday, July 10, 2011

InfoSWMM Report Manager and Field Statistics

Subject:  InfoSWMM Report Manager and Field Statistics

InfoSWMM Report Manager and Field Statistics

by dickinsonre
Subject:  InfoSWMM Report Manager and Field Statistics
 You can also use the mixed graph feature to plot the pump flow and the downstream flows on the same graph.  If you click on the Report command then you can also use aField Statistics command to see the Statistics for each Link and Pump.   The right mouse button for the Report also allows you to make a scatter plot and graph the flows in theforcemains versus the flows in the pumps.  
 

AI Rivers of Wisdom about ICM SWMM

Here's the text "Rivers of Wisdom" formatted with one sentence per line: [Verse 1] 🌊 Beneath the ancient oak, where shadows p...