LD15697 - Get Real: Using AutoCAD Civil 3D & Storm and ...
Transcript of LD15697 - Get Real: Using AutoCAD Civil 3D & Storm and ...
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LD15697 - Get Real: Using AutoCAD Civil 3D & Storm
and Sanitary Analysis to Prepare EPA SWMM Models
Robert WardEnvironmental Designer
© 2016 Autodesk© 2016 Autodesk
By the end of this class you will know how to
use Civil3D with freely available GIS data to
build an EPA SWMM model from the ground
up for projects located anywhere in the world,
including hacks for open channels,
bioretention cells, infiltration trenches, and
more.
Class summary
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At the end of this class, you will be able to:
Organize and manage GIS to CAD to SWMM data workflows
Draft and model open channel networks
Draft, calculate, and model SWMM subasins
Design, calculate, and model BMPs
Key learning objectives
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1.0 Introduction
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1.1 About Your Speaker
LEED AP
Civil 3D Certified Professional
Revit Certified Professional
Revit Structure Certified Professional
Revit MEP Certified Professional
ArcGIS 10.3 Certified Professional
10+ years in Design-Engineering Field
7+ years in China
Adjunct Faculty at Tongji University
Published in academic journals
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1.2 About Hyphae Design Lab
Hyphae (pl. noun): The fine, weblike, branching tubes which make up
the body (or mycelium) of a multicellular fungus, responsible for
symbiotically sharing nutrients between soil and plants.
The Hyphae Design Laboratory is
an ecological engineering and
design firm dedicated to creating
an innovative green infrastructure.
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1.3 Esalen Institute
Esalen was founded to fully realize
what Aldous Huxley had called the
"human potentialities". Through
the years, Esalen became the
center of the New Age movement.-wikipedia
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2.0 Hydrology Overview
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2.1 Why is this so difficult challenging
“Stormwater management is as
much an art as a science,
requiring judgement in the use of
available data and calculations”-Timesaver Standards For Landscape Architecture
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2.2 Hydrology
SPACE + TIME + MASS
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2.3 Rainfall to Runoff Calculation
INPUT > TRANSFORM > OUTPUT
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2.4 Routing
Routing is Combining Hydrographs
Two Options in SWMM:
- Kinematic Wave (approximate)
- Hydrodynamic (exact St-Venant)
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2.5 Why SWMM?
Rational
Modified Rational
MODFLOW
TR-55
HEC-1TR-20
HEC-2
HSPF
SWATSWMM
UK Rational MIKE11
HEC-HMS
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3.0 Open Channels
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3.1 The SSA Node Object
Invert
Water Surface Elevation (WSEL) Initial
Rim
Ponded Area
Surcharge
De
pth
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3.2 How Channel Sections Work
Section
Junction
The Real World:
What SSA “Sees”:
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3.3 Live Demo!
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4.0 Subasins
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4.1 Subasins
Slope
Len
gth
Equivalent Width
Area
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4.2 Subasins Physical
Slope
Len
gth
Are
a 1
Are
a 2
SWMM Time Of Concentration Method:
Equivalent Width = (2-Skew)*L
Skew Factor = (A2-A1)/(A2+A1)-SSA Manual p341
Equivalent Width
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4.3 Subasins Material
Material Properties
Loss: SCS Curve Number 0-98
Velocity: Manning’s n value 0-1
Paved Surface Fraction: 0-100%
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4.4 GIS Data
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4.5 Document Object Model
Keeps like files together
“Toolspace” in Civil3D
“Plan View” in SSA
Use folders to make your own
DOM
STM
SHP
SDF
Root Folder
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4.6 Live Demo!
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5.0 Best Management Practice
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5.1 BMP to Storage Node
SWMM models what happens
between BMPs not what happens
inside BMPs
1. Design each BMP geometry
2. Volumetric calculations
3. Use this data to populate
storage node data
4. Complex BMPs may need
multiple nodes
5. The outlet structure is the key
control
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5.2 Storage Nodes
Represent BMP by:
-Storage (by curve)
-Infiltration Loss
-Evaporation Loss
-Transmission (routing)
-Treatment
Outlet
Storage
Evaporation
Exfiltration
Inlet
De
pth
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5.3 Storage Curves
Functional Equivalence
-All SSA ‘sees’ is depth
vs volume
-Void Space is ‘equal’ to
a smaller area
=De
pth
De
pth
60%
60%
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5.4 Complex BMPs
These are tricky to
model because:
-Both surface and
underground storage
or
-Filter media
or
-Move water
(transmission)
or
-All of the above
=60%
Example: Infiltration Trench as a volume
that pours across a long weir into a gutter
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