Patrick Roach Robert Arena ET-493 Fall 2014 Instructor: Dr. Cris Koutsougeras Advisor: Edward Rode.

Slides:

Advertisements

Similar presentations

Pathleen Titus CARDI Representative , St Kitts and Nevis

Advertisements

Waste treatment. WASTEWATER (Chapter 22) Sewer – Sanitary waste Generated from buildings –Liquid discharged from plumbing fixtures Carried by sanitary.

Distribution Uniformity in Surface Irrigation Systems and Soil Moisture Monitoring Daniel Munk University of California Cooperative Extension.

Wastewater Storage Pond Design

Robert Adkins Et 493 Dr. Kris Koutsougeras Advisor: Dr. Rodi.

Storm Analysis and Design Prepared for Riverton City 4/13/14 CGM Consultants.

Progress Report – Design of Native Wetland Nursery Facility Design of Native Wetland Nursery Facility For Metro’s Native Plant Center Prepared by: Portland.

OKLAHOMA STATE UNIVERSITY Biosystems and Agricultural Engineering Department Hydrology 101 OKLAHOMA STATE UNIVERSITY Biosystems and Agricultural Engineering.

Noah Garrison, Natural Resources Defense Council May 15, 2013 Greening New Orleans: Stormwater in the Urban Landscape.

1 Math Questions. 2 Length x Width x Water Depth = cubic feet.

Rainwater Conservation System Town of Cary Senior Center Facility.

The Central Nebraska Public Power and Irrigation District Groundwater Mound Study.

1 Hillel House Rain Garden 4/20/09 Matt Leon – Senior, OLS (Project Leader) Rachel Machbitz – Freshman, Engineering (Project Liaison) Emily Pohlman - Senior,

IRRIGATION Agricultural Use of Water. Amount of Water Used In western US states, 70 to 95% of the fresh water supply is dedicated to irrigation Globally.

RAINWATER HARVESTING IN THE HOSPITALITY SECTOR

River Rainfall Runoff G.W.T Main objectives of the project: Designing the irrigation system for a specific area. The first step is to determine the water.

Rainwater Harvesting in Oatley Jim Vickery Oatley Flora and Fauna Society Monday 27 th October 2014.

Steel Building Apartment- Design and Build Sutton Yanosky ET494 – Dr. Cris Koutsougeras Advisor –Mr. Rode.

Suparna Dutta Jacob Mandell Erica Marcos Tineesha McMullen Lynda Viray Nicholas Walker Project Team TRANSIT ORIENTED DEVELOPMENT IN BRIDGEPORT, CT: Recommendations.

Rain Barrel Module. What will you do with the rain? Water gardens, indoor plants Wash the dog, car, & muddy feet Use in toilet tanks when well pump isn’t.

Jefferson High School Compton Creek Research Project UCLA and Los Angeles Waterkeeper Funded by the Environmental Protection Agency.

Communal Rainwater Harvesting in Austin, Texas Gary Gold Department of Civil, Architectural, and Environmental Engineering The University of Texas at Austin.

Bachupally, Nizampet (S.O), Hyderabad , AP

Steel Fabrication & Erection of Belle Chasse Primary School Belle Chasse, LA Derek Duhon ET Instructor: Chris Koutsougeras Advisor: Edward Rode’

Bernie Engel Purdue University. Low-Impact Development (LID) An approach to land development to mimic the pre-development site hydrology to: 1)Reduce.

Modeling Green Infrastructure Components in a Combined Sewer Area Robert Pitt, Ph.D., P.E., D.WRE, BCEE Department of Civil, Construction, and Environmental.

By: Brian Toomer ET-494 Senior Design Dr. Cris Koutsougeras Advisor: Mr. Rode’

Jacob Ruiz W# ET Senior Design Instructor: C. Koutsougeras Advisors: R. Rode May 9, 2014 Jacob Ruiz W# ET Senior Design Instructor:

“Enterprising” Students Lead Campus Sustainability Initiatives at Michigan Tech Presented by: Andrew McKenzie Erin Valdivia Green Campus Enterprise AASHE.

VOLUME CONTROL using Inter-Event Dry Periods by Marty Wanielista, Josh Spence, and Ewoud Hulstein Stormwater Management Academy UNIVERSITY OF CENTRAL FLORIDA.

Leila Talebi (3/28/2012).  The existing land use of Cincinnati Zoo consists of various types including parking lot, open space areas, and steep wooded.

ET 493 Senior Design Spring 2013 By: Justin Cifreo, Benjamin Gabriel, Nathan Taylor Instructor: Dr. Cris Koutsougeras Advisor: Dr. Junkun Ma Mechanical.

UNDER THE GUIDANCE OF Dr. B. Nagamalleswara Rao Professor & Head DESIGN AND IMPLEMENTATION OF ROOFTOP RAINWATER HARVESTING SYSTEM(RRHS) FOR D-BLOCK OF.

Senior Design Project Office Building By: Heath Yeager ET – 493 Spring 2014 Advisor: Mr. Rudolph Rode.

Rain Water Collection Converting inches of rainfall into gallons of potential irrigation water.

Senior Design Project Et 493 Design of a Two-story Office/Apt For: Dr. Cris Koutsougeras Advisor: Mr. R.E. Rode Prepared by Joshua Price.

ET 494 Senior Design II Fall 2013 By: Justin Cifreo, Benjamin Gabriel, Nathan Taylor Instructor: Dr. Cris Koutsougeras Advisor: Dr. Junkun Ma Mechanical.

Why are we here today? To discuss the challenges we face in meeting NPDES Phase II minimum requirements for stormwater control. The NPDES program requires.

Bernie Engel, Larry Theller, James Hunter Purdue University.

Patrick Roach Robert Arena ET-493 Fall 2014 Instructor: Cris Koutsougeras Advisor: Edward Rode.

Procedures and Time Line DescriptionDate 1) Design and LayoutDefined Area, Water Level, Structure Level, Finalize design and Layout 3 rd. Week Sept 2)

Surface Water Supplies Joe Zulovich Extension Agricultural Engineer Commercial Agriculture Program.

ET 494 Senior Design II Fall 2013 By: Justin Cifreo, Benjamin Gabriel, Nathan Taylor Instructor: Dr. Cris Koutsougeras Advisor: Dr. Junkun Ma Mechanical.

HUNTING CAMP FACILITY BY: Ryan Fremin ET 494 Senior Design II Construction Engineering Technology Professor: Dr. Koutsougeras Advisor : Mr. Rode.

STORM WATER STORAGE AND TREATMENT

 Presented by: Stephen DeMatteo  Engineering Technology, Construction  ET- 494 Fall 2014  Advisors: Ed Rode Cris Koutsougeras.

BY: MARTY WANIELISTA, PHD., P.E. BMPTRAINS MODEL: BACKGROUND INFORMATION ON HARVESTING.

SATMathVideos.Net Water is pumped into an tank at 20 gallons per minute. The tank has a length of 10 feet and a width of 5 feet. If the tank starts empty,

Calculating Storm Water Runoff Pervious vs. Impervious Materials.

ET 493: Senior Design Design of a New Hammond Head Start Center By: Cody Menard and Taylor Bishop Instructor: Dr. C. Koutsougeras Advisor: Mr. R. Edward.

NEW MEDICAL FACILITY BUILDING By: Vincent Cannatella and Shelbi Remy Advisor: Edward Rode Instructor: Cris Koutsougeras ET Senior Design II.

ET 493 – Senior Design Design of a Multi-Office Building BY: WOODROW WILSON INSTRUCTOR: DR. C. KOUTSOUGERAS ADVISOR: MR. R. EDWARD RODE.

ET 494 – Senior Design II Design of a Multi-Office Building BY: WOODROW WILSON INSTRUCTOR: DR. C. KOUTSOUGERAS ADVISOR: MR. R. EDWARD RODE.

Eps: Campus rainworks challenge

EXAMPLE A 400 m2 (40 x 10 m) area is to be excavated, 1 m deep, with side slopes 2:1. As the width (10 m) is less than 30 times the depth (30 x 1 m), the.

Commercial Office Building

Commercial Office Building

Multistory Office Building

ET 494: Senior Design Design of a New Hammond Head Start Center

Commercial Office Building

Storm Water Storage and Treatment

What is the water (hydrologic) cycle? Why is it important?

Liana Prudencio and Sarah E. Null

Instructor: C. Koutsougeras

Oregon State University Marine Studies Initiative Overview Report of the Finance, Facilities, and Infrastructure Work Group Section A: Infrastructure.

Small Radio Controlled Dredge

Senior Design Project Office Building

Patrick Roach Robert Arena ET-493 Fall 2014 Advisor: Rudolph Rode

Groundwater Where does the water go?.

EPA: The Campus Rainworks Challenge Subtitle

Presentation transcript:

Patrick Roach Robert Arena ET-493 Fall 2014 Instructor: Dr. Cris Koutsougeras Advisor: Edward Rode

Purpose The U.S. EPA’s Office of Water is announcing the 3 rd annual Campus RainWorks Challenge for university students. Student team will collaborate with a faculty advisor to design an innovative green infrastructure project for a location on their campus. For our green infrastructure project we choose to create a retention pond on Southeastern’s campus.

Objective To design and construct a retention pond on Campus using run-off water from Washington and Livingston Residential Halls. For environmental, economical, and educational purposes. Reflect extensive consultation with Southeastern planning department to assess project feasibility.

Procedure Meetings with faculty members (Mr. Ken Howe & Carlos Doolittle). Identify location for retention pond. Take survey of the area. Establish water sources (Washington & Livingston Residential Halls). Storage tank size and material.

Selection of Area

Land Survey

Rain Water Run-off Calculations Average annual Rainfall for location: 62.72” Total surface area of rain water collection: 13,386SQ.FT. Annual rain water run-off: 523,368 gallons.

Retention Pond Length: 160’ Width: 140’ Depth: 5’ Total volume: 840,000 gallons Will include vegetation

Storage Tanks We will be using two 5100 gallon tanks per Residence Hall. Total storage volume is 20,400 gallons.

Deliverables (Spring 2014) Working drawings (AutoCAD) Material take-off Estimations Pump specifications Water irrigation & Overflow system Filtration system

Any Questions?