PRESTRESSED C CONCRETE WASTEWATER T TREATMENT T TANKS

Similar documents
Prestressed Storage Tanks

Meeting the Challenge of Pipeline Emergency Repair

PRESENTATION ON REPAIR AND REHABILITATION OF BUILDINGS DAMAGED IN EARTHQUAKE. By H P Gupta & D K Gupta

SECTION STORM DRAINAGE SYSTEM

Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO

Chapter 2 Basis of design and materials

Wastewater Capital Projects Management Standard Construction Specification

1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona

ELECTRIC PERISTALTIC MORTAR POINTING PUMP

Section SEWER PIPE INSTALLATION AND TESTING

NAPCA BULLETIN APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE

SECTION CEMENT-MORTAR LINED AND COATED STEEL PIPE

Chapter 3 DESIGN AND CONSTRUCTION FEATURES IMPORTANT TO SEISMIC PERFORMANCE

Issue of the Guidelines on Prevention of Water Seepage in New Buildings

CHAPTER 1 - EXECUTIVE SUMMARY

SECTION STORM DRAIN SYSTEM

Application for the Construction or Installation of Aboveground Storage Tank (AST) Systems or Associated Underground or Over-water Piping Systems

4B The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.

Stainless Steel Perimeter Recirculation Systems Engineered supply and return systems for swimming pools, water features and aquatic facilities.

FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS

SECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES

Springlok Flashing System

YOUR SEPTIC SYSTEM UNCOVERED

CORROSION ENGINEERING RESIN-BASED POLYMER CONCRETES AND GROUTS

Seismic Analysis and Design of Steel Liquid Storage Tanks

CCU Engineering Specifications. Section PRECAST CONCRETE PRODUCTS

K2 STONE NATURAL VENEER

Rehabilitation of an Aging Concrete Reservoir Adit Tower

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

WEKO-SEAL Internal Joint Sealing WEKO-SEAL. internal pipe-joint sealing

Section Four: Linings and Coatings

How To Design A Post Tensioned Deck For A Building

SECTION ASBESTOS CEMENT PIPE REPAIRS, DEMOLITION, AND DISPOSAL

Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps

Structural Foundation System

STRUCTURES Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

Rehabilitation of Existing Foundation Building to Resist Lateral and Vertical Loads

Flowtite Jacking Pipe

Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING

City of Lincoln, Nebraska STEVENS CREEK BASIN TRUNK SEWER TECHNICAL MEMORANDUM NO. 5 PIPE MATERIAL SELECTION TABLE OF CONTENTS

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

Suffolk County Department of Health Services. Division of Environmental Quality

Requirements for the Use of PRESSS Moment-Resisting Frame Systems

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION STORM DRAIN SYSTEMS PART 1 - GENERAL

1.2 Advantages and Types of Prestressing

Product Systems AQUAFIN-IC CEMENTITIOUS CRYSTALLINE PENETRATING WATERPROOFING. Waterproofing Specification

REQUEST FOR PROPOSAL. for CONSTRUCTION MANAGEMENT SERVICES. for the ENCINA WASTEWATER AUTHORITY FY 2015 MAJOR PLANT REHABILITATION PROJECT

Value Engineering vs. Alternate Designs in Bridge Bidding

PRESTRESSED CONCRETE. Introduction REINFORCED CONCRETE CHAPTER SPRING Reinforced Concrete Design. Fifth Edition. By Dr. Ibrahim.

University of Missouri Hospitals and Clinics. Structural Repair and Protection of Post-tensioned Parking Garage

DESIGN OF PRESTRESSED BARRIER CABLE SYSTEMS

The Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 21

SERVICE LINE EXTENSION AND SERVICE LINE CONNECTION CONDENSED SANITARY SEWER SYSTEM INSTALLATION SPECIFICATIONS

ASSET MANAGEMENT STRATEGIES FOR METALLIC MUNICIPAL TRANSMISSION PIPELINES

Guidelines for the Design of Post-Tensioned Floors

6 RETROFITTING POST & PIER HOUSES

Specifications for Residential Property Owners Connection to New Public Sewer

SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TOXIC/HAZARDOUS MATERIAL TRANSFER FACILITY DESIGN GUIDELINES

Bolting: Attachment Of The Mudsill To The Foundation

Designed and Engineered to Perform

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations

Wisconsin Building Products Evaluation

LEGACY REPORT. (800) (562) A Subsidiary of the International Code Council. *Corrected March 2014

Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training

MAPEI s Resfoam polyurethane products

SECTION PRECAST CONCRETE UTILITY STRUCTURES

ROOF FLASHING SPRINGLOK FLASHING SYSTEM FEATURES & BENEFITS PRODUCT DESCRIPTION

The Verdura Wall check with your local building department

General Information. Applications

External Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902

Stilling Well Recommendations

Town House Center Highway North Huntingdon, PA 15642

DYWIDAG-SYSTEMS INTERNATIONAL. DYWIDAG Barrier Cable System. Glendale Galleria Parking Structure, Glendale, California

Tank Lifting. A.P.I. 650 and 653 only give general guide lines to the type of foundation. Number of different types, evaluated on the basis for:

PUBLIC WORKS DEPARTMENT CITY OF PACIFIC GROVE 2100 Sunset Drive Pacific Grove, CA Telephone: (831) / Facsimile: (831)

CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION

The Impact of Market Demands on Residential Post-Tensioned Foundation Design: An Ethical Dilemma

CRYOGENIC ABOVE GROUND STORAGE TANKS: FULL CONTAINMENT AND MEMBRANE COMPARISON OF TECHNOLOGIES

COMMONLY USED RESIDENTIAL BUILDING CODES

L_All_Vocatinal_Ed_Construction. Sector: Construction. Sr. No Specialisation Page No 1 Construction and Building Technology 02.

Detailing of Reinforcment in Concrete Structures

Seismic Installation for Attic Storage System

ARTICLE II (2) ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH Purpose and Application.

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT

MEMORANDUM West Swann Avenue, Suite 225 Tampa, Florida Phone (813) Fax (813)

VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10

BLADDER SURGE CONTROL SYSTEM

3-Part Specification Railing Cable Systems

INDEX. Sec. No. Items Page Nos.

Page & Turnbull imagining change in historic environments through design, research, and technology

Hanson Building Products. precast basement solutions

Puddle Flange. FRANK Puddle Flange

WATERPROOFING SikaFuko INJECTION HOSE SYSTEMS UNIQUE WATERPROOFING SOLUTIONS FOR CONSTRUCTION JOINTS

Reactor Clarifier Solids Contact Clarifiers

Complete Waterproofing Protection from Rooftop to Basement. Crack Injection, Joint Waterproofing, Waterproofing Membranes

CREATING A GREEN FUTURE THROUGH WATER REMEDIATION

Green Thread Product Data

Solar Heating and You

For every building that matters

Transcription:

PRESTRESSED CONCRETE WASTEWATER TREATMENT TANKS

INCORPORATED During the last quarter century, many changes have taken place in the concrete tank industry. Always at the forefront of new technology, DYK has emerged as the undisputed leader in liquid storage tank research and development. Included in its impressive repertoire is approximately 200 million gallons of wastewater treatment storage experience. Presented herein is a pictorial review of some of the most notable wastewater projects that DYK's personnel have participated in. If any of your present or future plans should include the design and/or construction of wastewater treatment tanks, DYK can provide whatever assistance you may require. After careful investigation of the different types of tanks available, we believe you will agree that the enclosed represent the state-of-the-art in wastewater storage facilities. Galvanized circumferential and vertical prestressing is used to keep the concrete in compression under all loading conditions, such as those caused from hydrostatic, thermal and seismic loads. A concrete wall that does not use prestressing, but instead relies on conventional reinforcing steel, will become tensioned as the tank is filled. By using prestressing, the wall is kept in compression and, as has been proven in thousands of structures, the result is a long lasting, crack-free, leak-free, tank that requires virtually no maintenance. Beadblasting Strandwr apping Shotcret eting To help eliminate bending stresses in the corewall, and to more effectively counteract seismic forces, unrestrained connections are provided between the wall, floor and roof. Bearing pads are utilized for separation and support with pvc waterstops incorporated to prevent leakage through all joints. Galvanized strands encased in neoprene sleeves provide the required shear resistance to seismic forces without inhibiting wall movements. A prestressed wall can also handle large openings, roof supports, launders, access ways and the many other appurtenance details often required of wastewater treatment storage tanks. COVER Point Loma Treatment Plant San Diego, California DYK's newly developed automated beadblasting process selfcontains its emissions and uses steel beads to clean and etch the tank wall instead of conventional abrasives like sand. DYK's state-of-the-art strandwrapping machine can apply 3/8" dia. galvanized strand at a rate of 250 feet per minute while maintaining a force tolerance of +1% and providing a continuous electronic recording of all applied forces. DYK's 3-in-1 machine can also apply wet-mix shotcrete over the wrapped strand. Continuous nozzle travel ensures uniform coating thickness and maximum quality control of the shotcrete.

D esigns incorporating vertically post-tensioned, cast-in-place corewalls were used to construct the sixteen 4.0 million gallon prestressed concrete digesters for the County Sanitation District of Los Angeles. Future maintenance expenses were further minimized by requiring that the tank walls be circumferentially prestressed with galvanized strand installed by state-of-the-art wrapping machinery having continuous electronic recording capability. For aesthetics, the digesters were half buried and architecturally treated with plaster relief above-grade. Project: Owner & 16-4.0 million gallon prestressed concrete digesters (125' inside diameter x 41.8' wall height) County Sanitation District of Los Angeles, Whittier, California 1

INCORPORATED Project: Owner: 2-0.75 million gallon prestressed concrete digesters (60' inside diameter x 30' wall height) City of Richland, Richland, Washington R. W. Beck & Assoc., Seattle, Washington A fter careful consideration of the long-term maintenance benefits of prestressed concrete, the City of Richland chose to use prestressed concrete instead of conventionally reinforced walls for their new digesters. Galvanized vertical and circumferential prestressing, combined with the inherent advantages of poured-inplace corewall construction, provided the City with cost-effective, low-maintenance concrete digesters. An integrated control building was located between the two tanks to maximize site usage and allow for future plant expansion. 2

W hen the San Jose/Santa Clara Water Pollution Control Plant decided to expand its wastewater treatment facilities, the tank design criteria included such limitations as floating roofs with supporting corbels, large pipe/manhole penetrations through the wall and reduced maintenance expenditures. It was decided that a concrete wall design utilizing close-tolerance applied, machine-wrapped prestressing would best accommodate all of these variables. By requiring the use of vertical post-tensioning and electronic force recording of galvanized circumferential prestressing, the joint Owners were ensured of receiving superior concrete structures. Project: Administrator: 5-3.0 million gallon prestressed concrete digesters (110' inside diameter x 40' wall height) City of San Jose, San Jose, California JMM/CH2M-Hill, A joint Venture, Walnut Creek, California 3

INCORPORATED T he Fiesta Island Replacement Project is an integral part of the City of San Diego's wastewater treatment expansion program. All seven of the prestressed concrete storage tanks have hopper bottom floors and flat roofs. The vertically post-tensioned cast-in-place corewalls were circumferentially machine-strandwrapped and lined on the interior surfaces with pvc. Galvanized prestressing steel, electronic recording of all applied forces, automated shotcrete and prestressed concrete tank design/construction experience were all mandated by the City to help ensure that these tanks would be built efficiently, economically and to the highest quality control standards. 4

Project: 2-0.5 million gallon prestressed concrete receiving tanks (45' inside diameter x 48' wall height), 2-1.4 million gallon prestressed concrete storage tanks (70' inside diameter x 48' wall height) and 3-3.1 million gallon prestressed concrete digesters (105' inside diameter x 48' wall height) Owner: Construction Manager: Tank Designer & Builder: City of San Diego, San Diego, CA Metcalf & Eddy, San Diego, CA SVERDRUP/ICF Kaiser Engineers, San Diego, California DYK Incorporated, El Cajon, CA 5

INCORPORATED Project: Owner: 3-2.5 million gallon prestressed concrete digesters (100' inside diameter x 41' wall height) Municipality of Metropolitan Seattle, Seattle, Washington Black & Veatch, Kansas City, Missouri: (digesters #4 & #5 constructed in 1986) CH2M-Hill, Bellevue, Washington: (digester #6 constructed in 1995) T he three digesters for the West Point Treatment Plant represent the latest in wastewater storage tank technology. The poured-in-place corewalls were post-tensioned both vertically and circumferentially using galvanized prestressing steel. The vertical post-tensioning units were further protected by the injection of epoxy grout into the vertical ducts that encapsulate the thread bars. Concrete architectural panels were placed around the tank circumference to match the enhanced aesthetics of the existing digesters. 6

T he City of San Diego was so pleased with their first four prestressed concrete digesters constructed in 1962, that in 1971, in 1986 and again in 1997, additional wastewater tanks were constructed. This is particularly noteworthy since these digesters not only store raw sewage, but are continuously subjected to airborne salt spray from the Pacific Ocean (only a few hundred yards away). Galvanized circumferential prestressing applied by close-tolerance wrapping machines and dense shotcrete covercoats have helped ensure a corrosion-free environment for more than 35 years. These quality structures are testimonials that long-lasting, lowmaintenance tanks can be economically designed and built. Project: Owner: 6-4.0 million gallon prestressed concrete digesters (125' inside diameter x 41.3' wall height), 1-4.5 million gallon prestressed concrete digester (125' inside diameter x 46' wall height), 1-3.5 million gallon prestressed concrete digester (110' inside diameter x 49' wall height) 1-0.25 million gallon prestressed concrete sludge holding tank (30' inside diameter x 38' wall height) City of San Diego, San Diego, California Holmes, Narver & Montgomery J.V., Los Angeles, CA: Digesters #1-4. City of San Diego, San Diego, CA: Digesters #5 & #6. John Carollo Engineers, San Diego CA: Digesters #6 & #7. Metcalf & Eddy, San Diego, CA: Sludge holding tank. 7

INCORPORATED T he North City Water Reclamation Plant will help supplement the City of San Diego's water resources through water reclamation. These prestressed concrete wastewater storage tanks are as impressive technically as they are aesthetically. Cast-in-place corewalls, vertically post-tensioned and circumferentially machine strandwrapped, provided quality assurances that future maintenance costs would be reduced. Architectural plaster bands around the tank were designed to blend with those of the staircase parapet wall and to match those of the Plant buildings. 8

Project: 2-3 million gallon prestressed concrete flow equalization basins (140' inside diameter x 30' wall height). Owner: City of San Diego, San Diego, California CH2M-Hill, San Diego, California Construction Manager: SVERDRUP/ICF Kaiser Engineers, San Diego, California 9 Tank Designer & Builder: DYK Incorporated, El Cajon, California

BUILT TO LAST 2-500,000 Gallon Receiving Tanks (45' diameter x 48' wall height), FIRP / NSPF Project Owner: Design/Build Tank Contractor: City of San Diego Metropolitan Wastewater Department Metcalf & Eddy, San Diego, CA DYK Incorporated, El Cajon, CA INCORPORATED PRESTRESSED CONCRETE TANKS P.O. Box 696, El Cajon, CA 92022-0696 Phone: (800) 227-8181 E-Mail dykinc@dyk.com