Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project.

Slides:



Advertisements
Similar presentations
JOINT MEETING OF ESSEX AND UNION COUNTIES Virtual Plant Tour.
Advertisements

Eco Pond Rescues WaterWagon Demonstration at Reedy Creek Environmental District November 11, 2010.
Dewatering & Coastal Issues H 2 0 & Erosion Control Workshop UCF Stormwater Management Academy March 15-16, 2007 Jim Smoot, PhD, PE Molly Wood, PE U.S.
MICHELLE GERRITS EROSION & SEDIMENT CONTROL SPECIALIST WISDOT Dewatering Technical Standard
Local Drinking Water Treatment
CE 370 Sedimentation.
Landfill Water Quality Project Paul Brooks, Lea Bullard, Leslie Harper, Amanda Strickland, Sarah van Schagen April 30, 2004 University of North Carolina.
C. T Calculation Math for Water Technology MTH 082 (pg. 468) Math for Water Technology MTH 082 (pg. 468) “Required by Law”
1 Effluent Guidelines for Construction Greg Davis USEPA
Wastewater Treatment Treatment depends on three factors: 1) Slow water down - removes larger particles 2) Aerobic decomposition of organic material 3)
Introduction to Septic Tanks John R. Buchanan, Ph.D., P.E. University of Tennessee.
CE 370 Filtration.
Nutrient Removal Project: Chemical Phosphorus Removal Jill Crispell, Stephanie Wedekind, Sarah Rosenbaum.
Lake County Water Authority Nutrient Reduction Facility (NuRF) Lance Lumbard Water Resources Project Manager.
PUMPING SYSTEMS BASICS
MARCH 4, ND ANNUAL AIRPORT CONFERENCE HERSHEY, PA Innovative Approaches for Managing Stormwater Runoff: Constructed Wetlands.
Spokane River Forum 26 May 2013 Spokane’s CSO Reduction Status.
Surface Water Treatment Plant
Vortex Flow Control Optimizing Storage Efficiency Underground Stormwater Storage and Treatment Workshop Phillip Taylor Stormwater Solutions Specialist.
WASTE WATER TREATMENT FOR RITONAVIR PRODUCTION PLANT Presented by Wang Dong Mei July 8, 2000.
Coagulation in Industrial water Treatment
Rainwater Conservation System Town of Cary Senior Center Facility.
Spokane River Forum 23 May 2011
Math for Water Technology MTH 082 (pg. 468)
Willamette Water Treatment Plant
CEE 453 Research Project Chris Garnic Nolan Rogers Creating Ideal Floc for Instant Startup of a Conical Flocculator.
Pounds Formula Prepared By Michigan Department of Environmental Quality Operator Training and Certification Unit.
1 Chlorine Contact Time / Virus & Giardia Log Removal Credit Calculations The EPA Guidance Manual on the Surface water Treatment Rule and Disinfection.
 NEW PRODUCT –The Dual Polymer System  Why Treat?  EPA’s (ELG)  Active Treatment  Semi-Active Treatment  Passive Treatment.
WASTEWATER STABILIZATION LAGOON PROCESS
SEA LEVEL RISE IN MIAMI BEACH MIAMIBEACH. Seawall Construction.
SEA LEVEL RISE IN MIAMI BEACH MIAMIBEACH. Seawall Construction.
PHOSPHORUS REMOVAL FOR LAGOON OPERATORS WHY THE CONCERN OVER P.
Senior Associate Florida Successes of Polymer Enhanced Best Management Practices (PEBMPs) Steven R. Iwinski Environmental Scientist March 16 th, 2007.
Polymers and Alum Manoj Chopra, Ph.D., P.E. University of Central Florida
FLOW THROUGH WATER TREATMENT SYSTEM USING ALUM & PAM REEDY CREEK IMPROVEMENT DISTRICT.
ELK MEADOWS HOA Water Master Plan (Supply, Treatment, Distribution, and Storage) May 2005.
Water Treatment CE 326 Principles of Environmental Engineering
Polyacrylamide (P.A.M.) Blends For Erosion, Dust, & Turbidity Control.
CASE STUDY NENAGH REGIONAL WATER SUPPLY PLANT. PUBLIC WATER SUPPLIES PERSPECTIVE BOTTLED WATER USAGE in IRELAND BOTTLED WATER USAGE in IRELAND = 0.3 million.
Comments and Suggested Changes to the Construction Stormwater General Permit June 4 th 2008 Presented by the Active Treatment Systems Workgroup.
STORM WATER STORAGE AND TREATMENT
Flow Equalization 1.  To overcome operational problems caused by flowrate variations  To improve the performance of the downstream processes  To reduce.
Date: Monday, May 11 th 2015 Topic: Water Purification Objective: To recognize the stages of it.
1 Towns and reservoirs for aluminum dilution factor studies Settling velocity reservoir 2.
Bald Eagle Lake Watershed Stormwater Reuse/Phosphorus Reduction Project February 3, 2016 Kyle Axtell Water Resource Specialist & Project Manager Rice Creek.
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,
December 10, 2009 TOWN OF PALM BEACH WATER COMMITTEE Discussion of Water Plant Options.
What is a Water Shed? The region draining into a river.
MIAMI-DADE COUNTY REGULATORY AND ECONOMIC RESOURCE DEPT. DIVISION OF ENVIRONMENTAL RESOURCE MANAGEMENT (DERM) “THE PERMITTING PROCESS TO DISPOSE OF STORMWATER.
CITY OF ARCATA -WATER AND WASTEWATER CAPITAL IMPROVEMENT PROGRAM: RATE SETTING.
ENVIRONMENTAL SCIENCE 5.4 The Waterworks. At the Waterworks When reservoirs or rivers are the source of drinking water, the water must be treated to remove.
The Waterworks Section 5.4. How does fresh water reach you? Ancient Romans built aqueducts – canals to carry water from the mountains to the city… some.
Modeling an Urban Development with MIKE-SWMM Presented by: Melissa Figurski.
Meredyth Mine AL Winston County Inspected on By Ryan Baty.
Conventional Sewage Treatment Plants:
Research on Tube Settlers and Flocculation
Sources, Transport, Fate Treatment Methodologies BMP Case Studies
Water Pollution Lecture by Dr. Ken Galli, Boston College EESC116301
Modified Ludzack-Ettinger Wastewater Plant
Lecture (8): liquid wastes treatment (primary, vital, advanced).
Flow Equalization Jae K. (Jim) Park Dept. of Civil and Environmental Engineering University of Wisconsin-Madison.
Storm Water Storage and Treatment
Pre-Engineered Water Surface Water Treatment Plants
Lecture # 11 Water treatment:.
Detention Routing.
Hanmer Springs Water Supply
How to Use the Passive Treatment Sock
Dual Floc Tube Water Treatment System
Presentation transcript:

Flow Through Turbidity Treatment Using Alum & Pam At The Orlando International Airport Project

Rim-ditch Dewatering Next To Active Runway

Rim-ditch Discharges To Existing Stormwater Detention Pond

Influent Turbidity Ranged Between NTUs

Existing Stormwater Pipe Used To Create Baffle Flow

Alum Drip Tank With Control Valve

Alum Drip On Influent At 50 Gal/Day PAM Floc Log Used To Bind Up Free Aluminum

Sand Bags Used To Create Baffle Flow In Pipes

Alum Floc Forming After 1 st Baffle Turn

Turbidity Decreased To 11 NTUs After 1 st Baffle Turn

Outfall To Wetland

Outfall To Wetland Clear Discharge

Final Discharge NTUs

pH 6.5

Resource Protected

Any Questions?

Treatment System Performance: System Usage:90 Days Daily Volume:1,920,000 Gallons Total Pumping Volume:173 Million Gallons Alum Usage:50 Gal / Day (4500 Total) Treatment System Size:600 x 16 Ft. (Existing pipe) Turbidity Reduction (NTU):>900 (Inflow) 15 (Outflow) % Turbidity Reduction: 98 % Contractor’s System Cost: < $1,000 To Protect (>$23 Million Project) Time Lost Due To Non-Compliance:NONE!

Contractor:Hubbard Construction Contact:Jeff Forsythe (407)