NAU DRAINAGE PLAN NAU WATER BUFFALO ENGINEERING JIANGNAN YI CONNOR KLEIN YUZHI ZHANG YI YANG
|
|
|
- Cameron Spencer
- 6 years ago
- Views:
Transcription
1 NAU DRAINAGE PLAN NAU WATER BUFFALO ENGINEERING JIANGNAN YI CONNOR KLEIN YUZHI ZHANG YI YANG 1
2 PROJECT BACKGROUND Drainage Study on NAU s Northern Campus on Eastburn Education (Bldg 27), Cline Library (Bldg 28 ) and Gammage (Bldg 1) Client: NAU Facility Services Redesign Hydraulic infrastructure surrounding Bldgs 1,27&28 to mitigate Stormwater damage. Figure 1: Location of Project Site on NAU s north campus 2
3 PRELIMINARY WORK AND SURVEYING Gammage Survey Basin Delineation-Gammage Figure 2: Basin Delineation for Gammage Building Figure 3: Topo map for Gammage Drainage Basin 3
4 PRELIMINARY WORK AND SURVEYING Cline Library & Eastburn Education Building Survey Basin Delineation-Eastburn Education & Cline Library Drainage divide within watershed 4 Figure 4: Basin Delineation for Eastburn & Cline Library Building Figure 5: Topo map for Eastburn & Cline Library Building Drainage Basin
5 HYDROLOGIC ANALYSIS (GAMMAGE) Gammage Watershed All hydrologic analysis done through Rational method with weighted curve number as per City of Flagstaff Stormwater Design Manual Surface Type 1 Table 1: Rational Method Runoff Calculations for Gammage Runoff Surface Runoff Coefficient (acres) Type 2 Coefficient (acres) "C" "C" Rainfall Intensity (in/hr) Rational Equation: Q=C I A x C f Q = maximum rate of runoff (cfs) C f = antecedent precipitation factor C = runoff coefficient I = rainfall intensity (in/hr) A = drainage area of basin (acres) Cf Total Flow (cfs) 10 year Asphalt Parking Lot Building Roof year Asphalt Parking Lot Building Roof year Asphalt Parking Lot Building Roof year Asphalt Parking Lot Building Roof Analyze for 25-yr storm The product of C and C f shall not exceed 1 5
6 HYDROLOGIC ANALYSIS (CLINE/LIBRARY EASTBURN) Gammage Watershed All hydrologic analysis done through Rational method with weighted curve number as per City of Flagstaff Stormwater Design Manual Rational Equation: Q=C I A x C f Q = maximum rate of runoff (cfs) C f = antecedent precipitation factor C = runoff coefficient I = rainfall intensity (in/hr) A = drainage area of basin (acres) Table 2: Rational Method Runoff Calculations for Cline Library/Eastburn Education Watershed Surface Type 1 Runoff Coefficient "C" (acres) Surface Type 2 Runoff Coefficient "C" (acres) Surface Type 3 Runoff Coefficient "C" (acres) Rainfall Intensity (in/hr) "i" Cf Total Flow (cfs) 10 year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot The product of C and C f shall not exceed 1 6
7 HYDRAULIC ANALYSIS OF CURRENT SYSTEM (GAMMAGE) Manning s Equation: Q = VA = ( k n ) A R h 2 3 Q = Flow Rate (cfs) V = Velocity (ft/s) A = Cross-Sectional (ft^2) n = Manning s Roughness Coefficient R h = Hydraulic Radius (ft) S = Channel Slope (ft/ft) k = conversion factor 1.49 for English units S Table 3: Manning s Equation to find capacity of current channel at Gammage k n Channel Hydraulic Radius (ft) Channel Slope Channel Cross-Sectional (ft^2) Q (cfs) 25-year Storm 4.74 Max Channel Flow (Q) (cfs) Capacity of current channel exceeds 25-yr storm flow 7
8 HYDRAULIC ANALYSIS OF CURRENT SYSTEM (CLINE/EASTBURN) Manning s Equation: Q = VA = ( k n ) A R h 2 3 Q = Flow Rate (cfs) V = Velocity (ft/s) A = Cross-Sectional (ft^2) n = Manning s Roughness Coefficient R h = Hydraulic Radius (ft) S = Channel Slope (ft/ft) k = conversion factor 1.49 for English units S Table 4: Manning s Equation to find capacity of 2 ft. Diameter Pipe at Cline Library k n Channel Hydraulic Radius (ft) Channel Slope Channel Cross-Sectional (ft^2) Q (cfs) 25-year Storm Max Channel Flow (Q) (cfs) Capacity far less than runoff for 25-year storms within the watershed 8
9 DESIGN ALTERNATIVES FOR CLINE LIBRARY/EASTBURN Design 1 (Enlarge Pipe) Increase Pipe Size to Increase Storm Drain Capacity Design 2 (Green-roof) Apply a Green-roof to reduce Building Runoff while improving sustainability Design 3 (Permeable Pavement) Repave the large Eastburn/Cline Library Parking Lot with permeable asphalt, decreasing surfaced runoff 9 Figure 6: Corrugated Metal Pipe Storm drain [6] Figure 7: Green roof [7] Figure 8: Permeable Pavement [8]
10 DESIGN #1, CLINE LIBRARY (ENLARGE PIPE ONLY) Using the 25-year storm runoff from the Rational Method, Manning s Equation is used to back calculate the minimum pipe diameter to convey the flow Table 5: Manning s Equation for minimum pipe diameter to convey a 25-year storm Storm Event Flow (cfs) k n Channel Hydraulic Radius Channel Slope Channel Cross-Sectional Min Diameter (ft) Closest Accommodating Pipe size is 48 10
11 DESIGN #2, CLINE LIBRARY (GREEN-ROOF RUNOFF REDUCTION) If a Green-roof is applied, the runoff coefficient for all building roofs is reduced (.95 to.2), resulting in a lower Q from the Rational Method. Using the newly reduced Runoff flow for a 25-year storm, Manning s equation is used to back calculate the minimum pipe diameter to convey the flow Table 6: Rational Method to determine 25-year storm for watershed with green-roofs applied to buildings Surface Type 1 Runoff Coefficient "C" (acres) Surface Type 2 Runoff Coefficient "C" (acres) Surface Type 3 Runoff Coefficient "C" (acres) Rainfall Intensity (in/hr) "i" 25 year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot Cf Total Flow (cfs) Table 7: Manning s Equation for minimum pipe diameter to convey a 25-year storm after green-roof reduction Storm Event Channel Channel Min Flow Hydraulic Channel Cross-Sectional Diameter (cfs) k n Radius Slope (ft) Closest Accommodating Pipe size is 42 11
12 DESIGN #3, CLINE LIBRARY (PERMEABLE PAVEMENT REDUCTION) If permeable pavement is applied, the runoff coefficient for all parking lots is reduced (.95 to.5), resulting in a lower Q from the Rational Method. Using the newly reduced Runoff flow for a 25-year storm, Manning s equation is used to back calculate the minimum pipe diameter to convey the flow Table 8: Rational Method to determine 25-year storm for watershed with green-roofs applied to buildings Surface Type 1 Runoff Coefficient (C) (acres) Surface Type 2 Runoff Coefficient (C) (acres) Surface Type 3 Runoff Coefficient (C) (acres) Rainfall Intensity (in/hr) "i" 25 year Cline-Eastburn Roof Cline-Eastburn Parking Lot Gravel Parking Lot Cf Total Flow (cfs) Table 9: Manning s Equation for minimum pipe diameter to convey a 25-year storm after permeable pavement reduction Storm Event Flow (cfs) k n Channel Hydraulic Radius Channel Slope Channel Cross-Sectional Min Diameter (ft) Closest Accommodating Pipe size is 42 12
13 COST ANALYSIS Cost analysis - Design 1 Table 9: Cost Analysis for All Designs Building Item Unit Cost Unit Quantity Cost ($) EastBurn-Cline Library Cut/Fill $2.58 Cubic ft $26,966.2 Repave $1.67 Square ft $2,685.4 Pipe (D 48") $65.00 ft $17,420.0 Cost analysis - Design 2 Total Cost $48,596 Building Item Unit Cost Unit Quantity Total Cost ($) EastBurn-Cline Library Cut/Fill $2.58 Cubic ft $24,891.8 Repave $1.67 Square ft $2,685.4 Pipe (D 42") $55.00 ft $14,740.0 Green Roof $10.00 Square ft $1,258,884.0 Total Cost $1,485,678 Cost analysis - Design 3 Building Item Unit Cost Unit Quantity Total Cost ($) EastBurn-Cline Library Cut/Fill $2.58 Cubic ft $24,891.8 Repave $1.67 Square ft $2,685.4 Pipe (D 42") $55.00 ft $14,740.0 Porous Asphalt (PA) $0.75 Square ft $160,083.0 Total Cost $219,
14 FINAL DESIGN RECOMMENDATION The cost analysis shows that Design 1, where nothing but the pipe size is changed, is the most cost effective and efficient design to control flooding at Cline Library/Eastburn education Figure 9: 48 Corrugated Metal Pipe Storm drain to be used in parking lot [6] 14
15 STAFFING COST ANALYSIS Table 10: Actual Staffing Cost Personnel Cost Estimate of Services 1.0 Personnel Classification Hours Rate ($/Hr) Cost SENG $23220 ENG $25725 LSVR $3250 AA $2200 Total Personnel $ Equipment Hours Used Renting Charge Cost 50 $50/hr $2500 Total Cost $
16 SCHEDULE Table 11: Project Schedule Task Name Start Time Finish Time 1.0 Site Surveying Mon 8/29/16 Fri 9/16/ Site Mapping Sat 9/23/16 Mon 9/26/16 Legend Completed Behind Schedule Completed On Time 3.0 Hydrologic Analysis Tue 9/27/16 Wed 10/5/ Hydraulic Analysis Thu 10/6/16 Wed 10/19/ Proposed Solutions Thu 10/20/16 Tue 12/13/ Cost Analysis Sat 12/10/16 Tue 12/13/ Impact Wed 12/14/16 Thu 12/15/ Project Management Mon 8/29/16 Thu 12/15/16 16
17 IMPACTS 17 Figure 10: Impact Flowchart
18 ACKNOWLEDGEMENTS Technical Adviser #1 Grading instructor Technical adviser #2 Client: NAU Facilities
19 REFERENCES [1] [2] [3] COE AND VAN LOO L.L.C., "Northen Arizona University North Campus Drainage Concerns - Phase I", Flagstaff, [4] City of Flagstaff Engineering Division Stormwater Management Section, "CITY OF FLAGSTAFF STORMWATER MANAGEMENT DESIGN MANUAL", Flagstaffstormwater.com, [Online]. Available: [Accessed: 11- Feb- 2016]. [5] Oas.org, "CHAPTER 8 - FLOODPLAIN DEFINITION AND FLOOD HAZARD ASSESSMENT", [Online]. Available: frequency of flooding. [Accessed: 18- Feb- 2016]. [6] 0&h=600&c=false [7] [8] Permeable_paver_demonstration.jpg 19
20 QUESTIONS? 20
DRAINAGE PLAN OF NAU S EASTBURN EDUCATION AND GAMMAGE BUILDINGS FINAL PROPOSAL
MAY 10, 2016 DRAINAGE PLAN OF NAU S EASTBURN EDUCATION AND GAMMAGE BUILDINGS FINAL PROPOSAL Connor Klein, Jiangnan Yi, Yuzhi Zhang, Yi Yang NORTHERN ARIZONA UNIVERSITY NAU Water Buffalo Engineering Table
Treatment Volume: Curve Numbers. Composite CN or Not? Treatment Volume: Curve Numbers. Treatment Volume: Calculation. Treatment Volume: Calculation
Stormwater Engineering Bioretention Design Bill Hunt, PE, Ph.D. Extension Specialist & Assistant Professor NCSU-BAE www.bae.ncsu.edu/stormwater Bioretention Design Six Step Process 1 Determine Volume to
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT GREENE COUNTY ASH POND ALABMA POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT GREENE COUNTY ASH POND ALABMA POWER COMPANY Section 257.82 of EPA s regulations requires the owner or operator of an existing or new CCR surface impoundment
DIVISION 5 STORM DRAINAGE CRITERIA
DIVISION 5 STORM DRAINAGE CRITERIA Section 5.01 GENERAL The following storm drainage design criteria shall apply to all storm drainage designs in the City. Additional design criteria are specified in the
FLAGSTAFF FAMILY FOOD BANK FLOOD REMEDIATION PROJECT
FLAGSTAFF FAMILY FOOD BANK FLOOD REMEDIATION PROJECT Final Design Report 5/12/2016 Erik Henricksen, Elena Smith, Garrett Ribas, Meshal Alotaibi Table of Contents Acknowledgments... 3 1.0 Project Description...
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT BARRY ASH POND ALABAMA POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN PLANT BARRY ASH POND ALABAMA POWER COMPANY Section 257.82 of EPA s regulations requires the owner or operator of an existing or new CCR surface impoundment or any
Activity Calculating Property Drainage
Page 1 of 5 Activity 2.3.11 Calculating Property Drainage Introduction When a property is developed, it is important to understand that changes to watershed characteristics (i.e., land use, slope, soil
Appendix I OFFICE OF THE MORGAN COUNTY SURVEYOR STORMWATER DESIGN MANUAL 7/1/2008
Appendix I OFFICE OF THE MORGAN COUNTY SURVEYOR This Page Left Intentionally Blank OFFICE OF THE MORGAN COUNTY SURVEYOR APPENDIX I PAGE 1 Appendix II OFFICE OF THE MORGAN COUNTY SURVEYOR This Page Left
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND B (AP-B ) GEORGIA POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART 257.82 PLANT YATES ASH POND B (AP-B ) GEORGIA POWER COMPANY EPA s Disposal of Coal Combustion Residuals from Electric Utilities Final Rule (40 C.F.R.
HYDROLOGY STUDY PREPARED FOR: MARKHAM PERRIS LLC 302 WEST FIFTH STREET, SUITE 103 SAN PEDRO, CA (310) FOR THE PROJECT:
HYDROLOGY STUDY PREPARED FOR: MARKHAM PERRIS LLC 302 WEST FIFTH STREET, SUITE 103 SAN PEDRO, CA 90731 (310) 241-2992 FOR THE PROJECT: PERRIS VALLEY COMMERCE CENTER BUILDING PERRIS, CALIFORNIA PROJECT NUMBER:
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT BOWEN ASH POND 1 (AP-1) GEORGIA POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART 257.82 PLANT BOWEN ASH POND 1 (AP-1) GEORGIA POWER COMPANY EPA s Disposal of Coal Combustion Residuals from Electric Utilities Final Rule (40 C.F.R.
Appendix B. Storm Drain System Data
MENIFEE VALLEY CAMPUS MASTER PLAN FINAL EIR MT. SAN JACINTO COMMUNITY COLLEGE DISTRICT Appendix Appendix B. Storm Drain System Data June 2017 MENIFEE VALLEY CAMPUS MASTER PLAN FINAL EIR MT. SAN JACINTO
APPENDIX G HYDRAULIC GRADE LINE
Storm Drainage 13-G-1 APPENDIX G HYDRAULIC GRADE LINE 1.0 Introduction The hydraulic grade line is used to aid the designer in determining the acceptability of a proposed or evaluation of an existing storm
Chapter 6. Hydrology. 6.0 Introduction. 6.1 Design Rainfall
6.0 Introduction This chapter summarizes methodology for determining rainfall and runoff information for the design of stormwater management facilities in the City. The methodology is based on the procedures
Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan
Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan TR-20 is a computer program for the simulation of runoff occurring from a single storm event. The program develops flood hydrographs from runoff and routes
PART 3 - STANDARDS FOR SEWERAGE FACILITIES DESIGN OF STORM SEWERS
PART 3 - STANDARDS FOR SEWERAGE FACILITIES 3.3 - DESIGN OF STORM SEWERS 3.301 Design of Storm Sewers A. General Information B. Investigations and Surveys C. Special Projects 3.302 Design Criteria for Storm
HYDROLOGIC-HYDRAULIC STUDY ISABELLA OCEAN RESIDENCES ISLA VERDE, CAROLINA, PR
HYDROLOGIC-HYDRAULIC STUDY ISABELLA OCEAN RESIDENCES ISLA VERDE, CAROLINA, PR 1 INTRODUCTION 1.1 Project Description and Location Isabella Ocean Residences is a residential development to be constructed
Pre-Treatment Bioretention Cells Bioswales IOWA STORMWATER MANAGEMENT MANUAL DECEMBER 16, 2015
Pre-Treatment Bioretention Cells Bioswales IOWA STORMWATER MANAGEMENT MANUAL DECEMBER 16, 2015 Urban Runoff Background How we got here What Problem?? Provenance of the Problem Unified Sizing Criteria What
DRAINAGE & DESIGN OF DRAINAGE SYSTEM
Drainage on Highways DRAINAGE & DESIGN OF DRAINAGE SYSTEM P. R.D. Fernando Chartered Engineer B.Sc.(Hons), M.Eng. C.Eng., MIE(SL) Drainage Requirement of Highway Drainage System Introduction Drainage means
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT DANIEL ASH POND B MISSISSIPPI POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART 257.82 PLANT DANIEL ASH POND B MISSISSIPPI POWER COMPANY EPA s Disposal of Coal Combustion Residuals from Electric Utilities Final Rule (40 C.F.R.
Jacobi, Toombs, and Lanz, Inc.
Area 5: Blackiston Mill Road at Dead Man's Hollow Flooding Assessment Jacobi, Toombs, and Lanz, Inc. This document summarizes an assessment of drainage and flooding concerns and provides recommendations
iswm TM Technical Manual Hydrology:
: 1.0 2.0 Downstream Assessment 3.0 Streambank Protection 4.0 Water Balance 5.0 Rainfall Tables 6.0 Hydrologic Soils Data Table of Contents 1.0... HO-1 1.1 Estimating Runoff... HO-1 1.1.1 Introduction
TECHNICAL BULLETIN. Synthetic Turf Athletic Field Drainage Design Assistance
TECHNICAL BULLETIN Synthetic Turf Athletic Field Drainage Design Assistance The SportsEdge HQ geocomposite strip drain products are engineered specifically for use in synthetic turf athletic field base
Appendix J: Storm Conveyance Design Parameters
Appendix J: Storm Conveyance Design Parameters Drain Commissioner 39 February 2005 STORM DRAINAGE DESIGN CRITERIA A. STORM SEWERS 1. The required discharge capacity shall be determined by the Rational
CHAPTER 3 STORMWATER HYDROLOGY. Table of Contents SECTION 3.1 METHODS FOR ESTIMATING STORMWATER RUNOFF
CHAPTER 3 STORMWATER HYDROLOGY Table of Contents SECTION 3.1 METHODS FOR ESTIMATING STORMWATER RUNOFF 3.1.1 Introduction to Hydrologic Methods...3.1-1 3.1.2 Symbols and Definitions...3.1-3 3.1.3 Rainfall
ATTACHMENT 4: Design Calculations and Construction Details
Pennsylvania Pipeline Project Erosion and Sediment Control Plan Southeast Region: Spread 6 November 2016 ATTACHMENT 4: Design Calculations and Construction Details Tetra Tech Pennsylvania Pipeline Project
PRELIMINARY DRAINAGE REPORT NEWCASTLE FIRE STATION OLD STATE HIGHWAY
PRELIMINARY DRAINAGE REPORT FOR THE NEWCASTLE FIRE STATION OLD STATE HIGHWAY PREPARED FOR THE NEWCASTLE FIRE PROTECTION DISTRICT JULY 2014 BY ROSEVILLE DESIGN GROUP, INC. ROSEVILLE DESIGN GROUP, Inc Established
Appendix G Preliminary Hydrology Study
Appendix G Preliminary Hydrology Study Preliminary Hydrology Study VESTING TTM 72608 Long Beach, CA Prepared for: The Long Beach Project, LLC 888 San Clemente, Suite 100 New Port Beach, CA May 28, 2014
Table of Contents. Overview... 1
Chapter 3 Chapter 3 Table of Contents Overview... 1 Rainfall... 2 3-2-1 Rainfall Depths and Intensities... 2 3-2-2 Design Storm Distribution for Colorado Urban Hydrograph Procedure (CUHP)... 5 3-2-3 Temporal
STORM DRAINAGE DESIGN CRITERIA
BWM Orig. 01/01/05 Revised 01/01/10 LUCAS COUNTY ENGINEERS OFFICE STORM DRAINAGE DESIGN CRITERIA Drainage The design of storm sewer systems will be based upon the Rational Method using the equation Q=CiA
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND 3 (AP-3) GEORGIA POWER COMPANY
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART 257.82 PLANT YATES ASH POND 3 (AP-3) GEORGIA POWER COMPANY EPA s Disposal of Coal Combustion Residuals from Electric Utilities Final Rule (40 C.F.R.
Preliminary Drainage Analysis
Preliminary Drainage Analysis Tanimura and Antle Employee Housing Town of Spreckels County of Monterey, California LIB150205 May 29, 2015 Prepared For: Tanimura and Antle Produce Prepared By: 9699 Blue
CONSISTENCY BETWEEN CUHP AND RATIONAL METHODS James C.Y. Guo, PhD, P.E., and Ben Urbonas, P.E., D.WRD 08/04/2008
CONSISTENCY BETWEEN CUHP AND RATIONAL METHODS James C.Y. Guo, PhD, P.E., and Ben Urbonas, P.E., D.WRD 08/04/2008 When estimating runoff for a storm event it is assumed that the storm runoff occurs from
The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management
The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management Husam Al-Najar Storm water management : Collection System Design principles The Objectives
IBS Site Drainage: Senior Design Project
IBS Site Drainage: Senior Design Project Len Wright, Ph.D., PE Lecturer, CEAE Wright.Len@gmail.com September 11, 2008 mwsw204i1.ppt/1 OUTLINE Motivation for Stormwater Management Quantity (both onsite,
HYDROLOGIC & HYDRAULIC ASPECTS of the Walnut Street Bridge over the Schuylkill River Philadelphia, PA
HYDROLOGIC & HYDRAULIC ASPECTS of the Walnut Street Bridge over the Schuylkill River Philadelphia, PA J. Richard Weggel CAEE201 Lectures 30 April & 2 May 2007 HYDROLOGY (Natural Science) Study of the waters
HYDROLOGIC CONSIDERATIONS. 22 nd Annual Nonpoint Source Pollution Conference Saratoga Springs, NY
LOW IMPACT DEVELOPMENT HYDROLOGIC CONSIDERATIONS 22 nd Annual Nonpoint Source Pollution Conference Saratoga Springs, NY May 18, 2011 PRESENTATION AGENDA Introduction Definitions Discuss Impacts to Hydrologic
Catch Basin Inserts: Method to Determine CB Inserts Act as Full Capture Devices
WATERSHED PROTECTION DIVISION DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION CITY OF LOS ANGELES Catch Basin Inserts: Method to Determine CB Inserts Act as Full Capture Devices Catch Basin Inserts: Method
EART 204. Water. Dr. Slawek Tulaczyk. Earth Sciences, UCSC
EART 204 Water Dr. Slawek Tulaczyk Earth Sciences, UCSC 1 Water is an amazing liquid, (high heat capacity - particularly in phase transitions, maximum density at ca. 4 deg. C) 2 3 4 5 6 7 8 9 Basin Hydrologic
Storm Sewer Design. Bob Pitt University of Alabama and Shirley Clark Penn State Harrisburg
Storm Sewer Design Bob Pitt University of Alabama and Shirley Clark Penn State Harrisburg Major floods are dramatic and water flow routes must be recognized when minor drainage systems fail. These types
EXAMPLE Stormwater Management Plans w/ CSS BMP Sizing Calculator (v2.1)
525 Golden Gate Avenue, 11th Floor San Francisco, CA 94102 EXAMPLE Stormwater Management Plans w/ CSS BMP Sizing Calculator (v2.1) The following example Stormwater Management Plans (SMPs) are provided
Summary of Detention Pond Calculation Canyon Estates American Canyon, California
July 15, 2015 Bellecci & Associates, Inc Summary of Detention Pond Calculation Canyon Estates American Canyon, California 1. Methodology: Method: Unit Hydrograph Software: Bentley Pond Pack Version 8i
Section 600 Runoff Table of Contents
Section 600 Runoff Table of Contents 601 INTRODUCTION...600-1 602 RATIONAL METHOD...600-1 602.1 Rational Method Formula...600-2 602.2 Time of Concentration...600-2 602.3 Intensity...600-4 602.4 Runoff
APPENDIX IV. APPROVED METHODS FOR QUANTIFYING HYDROLOGIC CONDITIONS OF CONCERN (NORTH ORANGE COUNTY)
APPENDIX IV. APPROVED METHODS FOR QUANTIFYING HYDROLOGIC CONDITIONS OF CONCERN (NORTH ORANGE COUNTY) Hydromodification design criteria for the North Orange County permit area are based on the 2- yr, 24-hr
SAN GORGONIO PASS CAMPUS - PHASE I
SAN GORGONIO PASS CAMPUS - PHASE I Banning, CA DRAINAGE STUDY June 16, 2010 Reference 106-195 PREPARED BY: Encompass Associates, Inc. 5699 Cousins Place Rancho Cucamonga, CA 91737 909-684-0093 Fax-909-586-6979
Sizing Calculations and Design Considerations for LID Treatment Measures
SCVURPPP C.3 Workshop December 18, 2012 Sizing Calculations and Design Considerations for LID Treatment Measures Jill Bicknell, P.E., EOA, Inc. Santa Clara Valley Urban Runoff Pollution Prevention Program
1. Stream Network. The most common approach to quantitatively describing stream networks was postulated by Strahler (1952).
1. Stream Network The most common approach to quantitatively describing stream networks was postulated by Strahler (1952). First Order Streams streams with no tributaries. Second Order Streams begin at
Chapter 6 Hydrology TABLE OF CONTENTS CHAPTER 6 - HYDROLOGY
Chapter 6 Hydrology TABLE OF CONTENTS CHAPTER 6 - HYDROLOGY... 6-1 6.1 Introduction... 6-1 6.1.1 Objective... 6-1 6.1.2 Definition... 6-1 6.1.3 Factors Affecting Floods... 6-1 6.1.4 Sources of Information...
Green Infrastructure Flood Reduction Computations
Green Infrastructure Flood Reduction Computations Stephen Sands, PE, CFM ssands@hazenandsawyer.com March 24, 2016 Water JAM 2010 Discussion Topics Siting success Watershed-wide computations Individual
10.0 Storm Sewer Systems
October 2003 Chapter 10.0, Storm Sewer Systems Page 1 10.0 Storm Sewer Systems 10.1 Introduction A storm sewer system consists of a system of inlets, pipes, manholes, junctions, cleanouts, outlets, and
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN. Bremo Power Station CCR Surface Impoundment: North Ash Pond INFLOW DESIGN FLOOD
INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN Bremo Power Station CCR Surface Impoundment: North Ash Pond Submitted To: Bremo Power Station 1038 Bremo Bluff Road Bremo
Highway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination
Highway Drainage Proper drainage is a very important consideration in design of a highway. Inadequate drainage facilities can lead to premature deterioration of the highway and the development of adverse
City Plaza Residential (TPM ) Preliminary Hydrology Report
Hydrology Study City Plaza Residential (TPM 2016-127) Preliminary Hydrology Report Orange, Orange County, California Prepared For: Greenlaw Partners 18301 Von Karman Avenue, Suite 250 Irvine, CA 92612
Hydrology Study. For Bella Terrazza Portion of Lot 1, Block 39, Subdivision of S Tract, Rancho El Cajon El Cajon, CA 92021
Hydrology Study For Bella Terrazza Portion of Lot 1, Block 39, Subdivision of S Tract, Rancho El Cajon El Cajon, CA 92021 Prepared for Daryl Priest - Priest Development Corporation 124 West Main Street,
Decatur, Georgia Stormwater Management Policy Guidelines. DRAFT November 5, 2014
Decatur, Georgia Stormwater Management Policy Guidelines Stormwater Management Policy Guidelines Decatur, Georgia STORMWATER MANAGEMENT POLICY GUIDELINES 1.0 Introduction... 3 2.0 Determining Predevelopment
Project Drainage Report
Design Manual Chapter 2 - Stormwater 2A - General Information 2A-4 Project Drainage Report A. Purpose The purpose of the project drainage report is to identify and propose specific solutions to stormwater
Modelling LIDs using PCSWMM and EPA SWMM5. March 28, 2012 Presented by: Rob James (CHI) Credit to: Lewis Rossman (US EPA)
Modelling LIDs using PCSWMM and EPA SWMM5 March 28, 2012 Presented by: Rob James (CHI) Credit to: Lewis Rossman (US EPA) IBM PC/AT Intel 80-486 IBM PowerPC Intel Pentium III Intel Quad Core Intel i7 1977
HYDROLOGY STUDY LA MIRADA BOULEVARD La Mirada, California
HYDROLOGY STUDY 12000 LA MIRADA BOULEVARD La Mirada, California TTM 73119 Prepared for: The Olson Company 3010 Old Ranch Parkway, Suite 100 Seal Beach, CA 90740 Contact: Mr. Aaron Orenstein (562) 370-9531
Culvert Sizing procedures for the 100-Year Peak Flow
CULVERT SIZING PROCEDURES FOR THE 100-YEAR PEAK FLOW 343 APPENDIX A: Culvert Sizing procedures for the 100-Year Peak Flow A. INTRODUCTION Several methods have been developed for estimating the peak flood
Hydrology Study. Ascension Heights Subdivision Ascension Drive at Bel Aire Road San Mateo, California (Unincorporated)
Hydrology Study Ascension Heights Subdivision Ascension Drive at Bel Aire Road San Mateo, California (Unincorporated) Prepared for San Mateo Real Estate & Construction March 9, 21 Rev. 1 11-8-211 Rev.
Runoff Hydrographs. The Unit Hydrograph Approach
Runoff Hydrographs The Unit Hydrograph Approach Announcements HW#6 assigned Storm Water Hydrographs Graphically represent runoff rates vs. time Peak runoff rates Volume of runoff Measured hydrographs are
Sizing Criteria Worksheets and Examples
Appendix B Sizing Criteria Worksheets and Examples This Appendix provides sizing criteria worksheets and examples to illustrate the correct procedures for determining the water quality design flow and
Stormwater Local Design Manual For Houston County, Georgia
Stormwater Local Design Manual For Houston County, Georgia Adopted November 15, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 2 2.1. DETENTION REQUIREMENTS... 2 2.1.1.
Gwinnett County Stormwater System Assessment Program
Gwinnett County Stormwater System Assessment Program Jonathan Semerjian, PE Dept. of Water Resources Stormwater Management Sam Fleming, PE Dewberry Presentation Overview Project Background Drivers Enhanced
Rainfall, Runoff and Peak Flows: Calibration of Hydrologic Design Methods for the Kansas City Area
Rainfall, Runoff and Peak Flows: Calibration of Hydrologic Design Methods for the Kansas City Area Bruce McEnroe, Bryan Young, Ricardo Gamarra and Ryan Pohl Department of Civil, Environmental, and Architectural
MODEL Stormwater Local Design Manual. City of Centerville
MODEL Stormwater Local Design Manual City of Centerville Adopted December 6, 2005 TABLE OF CONTENTS 1. FORWARD... 1 2. GENERAL LEVEL OF SERVICE STANDARDS... 1 2.1. DETENTION REQUIREMENTS... 1 2.1.1. Discharge
THE CROSSROADS IN WINCHESTER 4. DRAINAGE PLAN. 4. Drainage Plan. a. Drainage Plan Description
THE CROSSROADS IN WINCHESTER 4. DRAINAGE PLAN 4. Drainage Plan a. Drainage Plan Description The Specific Plan area drains naturally into two separate watersheds: approximately 6 percent of the Specific
Run-On and Run-Off Control System Plan Neal North Energy Center Monofill
Run-On and Run-Off Control System Plan Neal North Energy Center Monofill MidAmerican Energy Company, Neal North Energy Center Coal Combustion Residual Rule Compliance October 10, 2016 Run-On and Run-Off
APPENDIX A: STORMWATER HYDROLOGY
APPENDIX A: STORMWATER HYDROLOGY In low impact development (LID), the objective of stormwater control measures (SCMs) is to mimic or replicate the hydrologic function of a natural system. This approach
Water Quality Management Plan
Water Quality Management Plan For El Centro Aquatic Center Park Avenue between 4 th Street and 6 th Street August 5, 216 Prepared by Arsalan Dadkhah, Ph.D., PE (RCE 4156) D-MAX Engineering, Inc. 722 Trade
Chapter H. Introduction to Surface Water Hydrology and Drainage for Engineering Purposes
Chapter H. Introduction to Surface Water Hydrology and Drainage for Engineering Purposes As seen in Figure H.1, hydrology is a complex science that deals with the movement of water between various stages
APPENDIX C PRELIMINARY HYDROLOGY AND WATER QUALITY STUDY (BWE 2017)
UC San Diego Voigt Parking Structure Draft Initial Study and Mitigated Negative Declaration October 2017 APPENDIX C PRELIMINARY HYDROLOGY AND WATER QUALITY STUDY (BWE 2017) UC San Diego Voigt Parking Structure
6.0 Runoff. 6.1 Introduction. 6.2 Flood Control Design Runoff
October 2003, Revised February 2005 Chapter 6.0, Runoff Page 1 6.1 Introduction 6.0 Runoff The timing, peak rates of discharge, and volume of stormwater runoff are the primary considerations in the design
LID PLANTER BOX MODELING
LID PLANTER BOX MODELING Clear Creek Solutions, Inc., 2010 Low Impact Development (LID) planter boxes are small, urban stormwater mitigation facilities. They are rain gardens in a box. WWHM4 provides the
RE: Final Drainage Letter: Northwest Aurora Alley Improvements 2016
April 12, 2016 Mr. Craig Perl, P.E. Senior Engineer City of Aurora Public Works Department 15151 E. Alameda Parkway Aurora, CO 80012 RE: Final Drainage Letter: Northwest Aurora Alley Improvements 2016
BMP 6.4.4: Infiltration Trench
BMP 6.4.4: Infiltration Trench An Infiltration Trench is a leaky pipe in a stone filled trench with a level bottom. An Infiltration Trench may be used as part of a larger storm sewer system, such as a
STORMWATER RUN-ON AND RUN-OFF CONTROL PLAN ENTERGY ARKANSAS, INC. INDEPENDENCE PLANT CLASS 3N CCR LANDFILL
STORMWATER RUN-ON AND RUN-OFF CONTROL PLAN ENTERGY ARKANSAS, INC. INDEPENDENCE PLANT CLASS 3N CCR LANDFILL PERMIT NO. 0200-S3N-R2 AFIN: 32-00042 OCTOBER 12, 2016 STORMWATER RUN-ON AND RUN-OFF CONTROL PLAN
DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF
Section CONTENTS Page RO- 1.0 OVERVIEW... 1 2.0 RATIONAL METHOD... 3 2.1 Rational Formula... 3 2.2 Assumptions... 4 2.3 Limitations... 4 2.4 Time of Concentration... 5 2.4.1 Initial Flow Time... 5 2.4.2
December 7, Dr. Christine Pomeroy University of Utah Civil and Environmental Engineering MCE Salt Lake City, UT. Dear Dr.
December 7, 2012 Dr. Christine Pomeroy University of Utah Civil and Environmental Engineering MCE 2042 Salt Lake City, UT 84112 Dear Dr. Pomeroy, The following document is the final report of the Red Butte
Plan Name Plan No. Submitting Firm Contact Engineer. Review Date ESI Team ENGINEERS AND SURVEYORS INSTITUTE PEER REVIEW CHECKLIST CITY OF ALEXANDRIA
EROSION AND SEDIMENT CONTROL CHECKLIST (E&S) VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (1 of 2) Item # Description OK NO N/A 1 Limits of clearing and grading match on all appropriate sheets 2 Construction
Boise City Public Works General Drainage Plan Review Requirements Checklist
Boise City Public Works General Drainage Plan Review Requirements Checklist Development Name Bldg. Permit # Drainage Reviewer Site Address Initial Review Date ODI Number Designer Company Name Treated Acres
Hydrologic Study Report for Single Lot Detention Basin Analysis
Hydrologic Study Report for Single Lot Detention Basin Analysis Prepared for: City of Vista, California August 18, 2006 Tory R. Walker, R.C.E. 45005 President W.O. 116-01 01/23/2007 Table of Contents Page
CHECKLIST FOR STREETS, INLETS, AND STORM SEWER DESIGN
CHECKLIST FOR STREETS, INLETS, I. STREET CLASSIFICATION AND DESIGN CRITERIA A. Determine drainage classification for the roadway section using Table 7-1 or Table 7-2. B. Determine the allowable flow depth
Urbanizing Watersheds: Green Infrastructure and Hydrologic Function. Jay Dorsey, PE, PhD ODNR-DSWR October 30, 2014
Urbanizing Watersheds: Green Infrastructure and Hydrologic Function Jay Dorsey, PE, PhD ODNR-DSWR October 30, 2014 Green Infrastructure Objectives Intentional about maintaining/replacing ecosystem functions
Stormwater Management Studies PDS Engineering Services Division ES Policy # 3-01
Stormwater Management Studies PDS Engineering Services Division Revised Date: 2/28/08 INTRODUCTION The City of Overland Park requires submission of a stormwater management study as part of the development
Porous Pavement Flow Paths
POROUS PAVEMENT MODELING Clear Creek Solutions, Inc., 2010 Porous pavement includes porous asphalt or concrete and grid/lattice systems (nonconcrete) and paving blocks. The use of any of these types of
5/11/2007. WinTR-55 for Plan Reviews Small Watershed Hydrology Overview
WinTR-55 for Plan Reviews Small Watershed Hydrology Overview 1 Overview Course Outline Historical Background Program Description Model Capabilities and Limitations This is the Overview portion of the training.
Grass Channel STORMWATER MANAGEMENT SUITABILITY KEY CONSIDERATIONS
4.0 Structural Stormwater Control Description: Vegetated open channels designed to filter stormwater runoff and meet velocity targets for the water quality design storm and the Streambank Protection storm
PRELIMINARY HYDROLOGY STUDY
PRELIMINARY HYDROLOGY STUDY FOR Tentative Tract Map West Side of Loma Alta Drive City of Oceanside, CA Prepared For: EMERALD HILLS LLC 4272 Dogwood Avenue Seal Beach, CA 90740 Contact: Mr. Jimmy Chen Ph:
Simple Method for Estimating Phosphorus Export
Appendix L Simple Method for Estimating Phosphorus Export 1. The Simple Method The Simple Method is a technique used for estimating storm pollutant export delivered from urban development sites. The method
CACHE VALLEY STORM WATER DESIGN STANDARDS. As Amended by Logan City November 2010
CACHE VALLEY STORM WATER DESIGN STANDARDS As Amended by Logan City November 2010 Updated November 2010 Table of Contents A. Definitions... 3 B. Design Requirements... 5 1. Storm Event... 5 2. Allowable
ABC S OF FRESHWATER WETLAND DESIGN: CONCEPT TO CONSTRUCTION
ABC S OF FRESHWATER WETLAND DESIGN: CONCEPT TO CONSTRUCTION Michael Mak, P.E. (Design Engineer) Karen Appell, P.E., C.P.E.S.C. (Project Manager) Christopher Benosky, P.E., C.F.M (Engineer of Record) August
Chatham Park Stormwater Manual
Chatham Park Stormwater Manual Table of Contents A. Introduction... 2 B. Calculation Methods... 2 C. BMP Design Standards... 3 D. Compliance Points... 3 E. Critical Environmental Resources... 3 F. Submittal
iswm TM Criteria Manual City of Azle Section 14 City of Azle Subdivision Ordinance DRAFT-June Chapter 1
City of Azle Section 14 City of Azle Subdivision Ordinance DRAFT-June 2010... Chapter 1 i CITY OF AZLE iswm CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION Incorporating the Regional NCTCOG Integrated
Quantity of sewage. Dry weather flow: Domestic and industrial wastewater (Base flow) including inflow, infiltration and exfiltration
Quantity of sewage Quantity of sewage depends on Dry weather flow and storm water Dry weather flow: Domestic and industrial wastewater (Base flow) including inflow, infiltration and exfiltration Infiltration
Chapter 2 - Policy TABLE OF CONTENTS
TABLE OF CONTENTS CHAPTER 2 - POLICY... 2-1 2.1 Overview... 2-1 2.1.1 Introduction... 2-1 2.1.2 Policy vs. Criteria... 2-1 2.1.3 Location of Policy and Criteria... 2-2 2.2 General Hydraulic Design Policies...
Stormwater Volume and Treatment Methods Simplifying the Numbers. IAFSM March 10, Presented by: Tom Powers P.E., CFM, LEED AP, CPESC
Stormwater Volume and Treatment Methods Simplifying the Numbers IAFSM March 10, 2011 Presented by: Tom Powers P.E., CFM, LEED AP, CPESC Introduction GOALS: Improve understanding of Rate and Volume (Quantity)
Virginia Stormwater Management Permitting
Virginia Stormwater Management Permitting Construction Activities J. Douglas Fritz Overview of VSMP Construction Stormwater Permitting Discharges from regulated Construction Activities are industrial discharges
Fort Leonard Wood, Missouri. September 2013
Fort Leonard Wood, Missouri September 2013 1 Presenters Shannon Kelly, Physical Scientist Clean Water Act Program Manager Directorate of Public Works Environmental Division Environmental Compliance Branch
The SuDS Manual Frequently asked questions
The SuDS Manual Frequently asked questions 1. Is source control still a requirement of the new SuDS Manual? Yes. Source control components are fundamental elements of a SuDS scheme. The benefits of source