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Numeric Nutrient Criteria Workshop - Module 3
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Title
Numeric Nutrient Criteria Workshop - Module 3
Presenter
Dr. John Sansalone - Introduction by Dr. Charles Vavrina
Date
March 23, 2012 - 1 Hour 14 Minutes
Description
Module 3: Is Green Infrastructure Loaded by Urban Damage, Sustainable?
1 Introduction by Dr. Vavrina
2 Presentation # 4 Title
3 Design Graduate Students
4 Outline - Background & Rationale
5 Problem Statement
6 CPP - Cementitious permeable pavement
7 Question 1
8 CPP Pore & Structural Properties
9 Filtration mechanisms of CPP
10 CPP Mix Design Properties
11 Larger pore sizes
12 Schmutzdecke scenario
13 Loading of urban PM
14 Total Impervious Area - Florida TIA
15 Orange County TIA
16 Case Study Site Map
17 UF Campus Parking Area
18 Existing Site Conditions
19 Subject Site Pre-Development Hydrologic Cycle
20 Subject Site Post-Development Hydrologic Cycle
21 Mean Site Discharge and Hydrology Data
22 Outline - Design Concepts & Criteria
23 Green Infrastructure, LID, Source Control Design
24 Design Options
25 Design Option 1
26 Design Option 2
27 Design Option 3 A
28 Design Option 3 B
29 Question 2
30 Question 3
31 Design Criteria & Considerations
32 Model Simulation
33 Modeling Process Surveying
34 Modeling Process AutoCad
35 Modeling Process GIS
36 Modeling Process SWMM 1
37 SWMM 2
38 SWMM 3
39 Modeling Process SWMM 4
40 SWMM 5
41 SWMM 6
42 SWMM 7
43 SWMM 8
44 SWMM 9
45 SWMM 10
46 SWMM 11
47 SWMM 12
48 Modeling Variably Saturated Groundwater Flow
49 Storm Water Management Model
50 VS2DTI
51 Data Collection & Analysis
52 Utilization of Continuous Simulation Data
53 Measured Gainesville ET
54 ET Ratios for Selected Plants
55 Pollutant Load Characterization
56 Nutrient and Particulate Matter
57 Nitrate Persistence
58 Redoz in Subsurface Filtration
59 Existing Site Soil Parameters
60 Design Option Results
61 Four Design Options Review
62 Option 1 Flow A
63 Option 1 Flow B
64 Option 1 Flow C
65 Option 1 Flow D
66 Option 1 Flow E
67 Option 1 Flow F
68 Option 1 Water Quantity
69 Option 1 Water Quality
70 Design Option 2
71 Option 2 Flow A
72 Option 2 Flow B
73 Option 2 Flow C
74 Option 2 Flow D
75 Option 2 Flow E
76 Option 2 Flow F
77 Option 2 Flow G
78 Option 2 Flow H
79 Option 2 Flow I
80 Option 2 Flow J
81 Option 2 Water Quantity
82 Option 2 Water Quality
83 Design Option 3 Review
84 Option 3 Water Quantity
85 Option 3 Water Quality
86 Question 4
87 CPP as an LID material
88 Phosphorus Adsorption over Time A
89 Phosphorous Adsorption Year 1
90 Phosphorous Adsorption Year 9
91 Phosphorous Adsorption Year 11
92 Phosphorous Adsorption Year 12
93 Phosphorous Adsorption Year 14
94 Phosphorous Adsorption Year 16
95 Phosphorous Adsorption Year 18
96 Breakthrough & Adsorption Results
97 Cost Analyses & Extensibility
98 Economics & Cost Analysis
99 Economics & Cost Analysis of Street Sweepers
100 Overall Costs for Option 3 A
101 Final Design Recommendation A
102 Final Design Recommendation B
103 Final Design Recommendation C
104 Final Design Recommendation D
105 Final Design Recommendation E
106 Economics & Cost Analysis N & P
107 - Question 5
108 Question 6
109 Conclusion
Downloads:
PDF file of Slides for Module 3
Links:
IFAS Florida Water Quality Information Website
Dr. Sansalone UF Website
Please send inquires/comments to:
jsansal@ufl.edu
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