SHOALING PREVENTION: AN ALTERNATIVE TO DREDGING

Size: px
Start display at page:

Download "SHOALING PREVENTION: AN ALTERNATIVE TO DREDGING"

Transcription

1 SHOALING PREVENTION: AN ALTERNATIVE TO DREDGING AAPA DREDGING FOCUS GROUP Ponce, Puerto Rico December 4, 2008

2 About SedCon Technologies Inc. Leading provider of shoaling prevention systems Based in California with regional service centers Sole source for patented SedCon Turbo System

3 Shoaling Prevention Concept Suspended Sediment Turbo Unit Tidal Currents Mud Bottom Jet Discharge

4 Synchronized with Tide Ebb Tidal Current Flood Tidal Current Turbo Units (4 Total) Dock Pump/Control House Shoreline

5 Benefits Full depth at all times Increased availability of berth Significant cost savings Dredging problems/risks eliminated

6 Typical System Layout Turbo Units (4 total) Pump/Control House Piping Loop

7 Turbo Unit Features Hydraulic motor & actuator Low maintenance design Zinc anode protection Anti-fouling coating

8 Dock Deployment Angled guide pile Mobile crane for raising & lowering Recessed valve boxes

9 Hydraulic Power Source Electric motor-driven pump Inline cooler & heater Biodegradable hydraulic fluid

10 Computer Controls PC controller I/O interface Solenoid-actuated valves Multiple sensors

11 Installation Sites CITGO Petroleum Corp. INVISTA SC State Ports Authority (2) Georgia Ports Authority (2) NuStar Asphalt Refinery U.S. Navy

12 Typical Costs Construction costs run about $2,000 per foot O&M costs run about $50 per foot per year

13 Regulatory Concerns Agitation dredging Water quality impacts Adjacent shoaling impacts Marine organism impacts Independent monitoring studies show no significant adverse impacts

14 SCSPA Columbus Street Terminal

15 Dual 125 hp Power Sources

16 Ten 36-Inch Turbo Units Guide shoe on H pile flange

17 Turbo Unit Detail

18 Estimated/Actual Cost Estimated Actual Engineering $70,000 $125,000 System Equipment $1,300,000 $1,400,000 Construction $2,790,000 $2,871,201 Testing $40,000 $40,000 Total $4,200,000 $4,436,201

19 Maintenance Costs $108,000 in 2007 $147,000 in 2008 Includes $100,000 in 2007 and $114,000 in 2008 for maintenance service contract

20 Federal Permitting Will increase Federal Channel Maintenance Will follow lead of State permit

21 State Permitting Ultimate disposition of material Potential for scouring Impacts to water quality (DO, turbidity, TSS) Impacts to marine life

22 Monitoring Program Upstream Sample Point Downstream Sample Point Ebb Flow Sample points upstream 300, downstream 300 and midpoint, 125 off face of dock 300 Shoreline 125 Dock

23 Soundings Plan View SC Ports Columbus Street Terminal 26 March 2007 Soundings S5 S4 S3 S2 S1 N5 N4 N3 N2 N Sta Sta Sta Sta 0+00 Sta 1+00 Sta 2+00 Sta 3+00 Sta 4+00 Sta 5+00 Sta 6+00 Sta 7+00 Sta 8+00 Sta 9+00 Sta Sta Sta Sta Sta Sta Sta Sta Sta Sta Sta Distance From Dock (ft)

24 Soundings 3D View SC Ports Columbus Street Terminal 26 March 2007 Soundings Sta Sta Sta Sta 0+00 Sta 1+00 Sta 2+00 Sta 3+00 Sta 4+00 Sta 5+00 Sta 6+00 Sta 7+00 Sta 8+00 Sta 9+00 Sta Sta Sta Sta Sta Sta Sta Sta Sta Sta Sta Depth (ft MLW) Distance From Dock (ft) 300

STRUCTURE S-65 PURPOSE SPILLWAY OPERATION

STRUCTURE S-65 PURPOSE SPILLWAY OPERATION STRUCTURE S-65 This structure is a reinforced concrete, gated spillway with discharge controlled by three cable operated, vertical lift gates, and a reinforced concrete lock structure with two pairs of

More information

Wexford Harbour. Yachting Guide. Navigation

Wexford Harbour. Yachting Guide. Navigation Wexford Harbour Yachting Guide Navigation This document supersedes all previous editions. Approvals: Yacht Club Committee April, 2015 Wexford Board of Directors April, 2015 # Date Section Revision 1 6.5.2015

More information

Ninilchik Harbor Page 2 of 11

Ninilchik Harbor Page 2 of 11 Ninilchik Harbor Ninilchik Harbor Page 2 of 11 Condition of Improvements 31 December 2017 Ninilchik Harbor, Alaska (CWIS No. 012640, 087345) Authorization Rivers and Harbors Act, 3 July 1958 (P.L. 85-500

More information

MWEA MAINTENANCE SEMINAR SPECIALTY VALVES POWER GLOBES

MWEA MAINTENANCE SEMINAR SPECIALTY VALVES POWER GLOBES MWEA MAINTENANCE SEMINAR SPECIALTY VALVES POWER GLOBES J O H N G. H U N T E R Types of Valves P A U L M A R C H I Accessories Principals of Operation Maintenance Control Valve Types Common Problems Key

More information

SINGLE VALVE WITH LOW-FLOW BYPASS

SINGLE VALVE WITH LOW-FLOW BYPASS CONTROL VALVES Pressure Reducing Valve Sizing Guide Sizing pilot operated reducing valves is not a complicated process. It starts with determining requirements and following these guidelines in valve size

More information

Radar, Ultrasonic and RF Level Transmitters

Radar, Ultrasonic and RF Level Transmitters Radar, Ultrasonic and RF Level Transmitters Both measures the time it takes the wave to travel between the transmitter and that reflected wave off the surface of the material to reach the transmitter again.

More information

Grangeville Country Club Golf Course

Grangeville Country Club Golf Course 1 Grangeville Country Club Golf Course Water Storage Well 2 OBJECTIVES Develop a new irrigation system design for the Grangeville Country Club Golf Course (Holes 2-9) Produce a set of working blueprints

More information

BACK PRESSURE / SUSTAINING

BACK PRESSURE / SUSTAINING In many liquid piping systems, it is vital that line pressure is maintained within relatively narrow limits. This is the function of the 108 Pressure Relief / Back Pressure Series of the OCV control valves.

More information

Fuselage, Wings and Stabilising Surfaces

Fuselage, Wings and Stabilising Surfaces Fuselage, Wings and Stabilising Surfaces Chapter 1 DESIGN PHILOSOPHIES The aircraft manufacturer will attempt to design an aircraft to take into account all the loads that it may experience in flight.

More information

BACK PRESSURE / SUSTAINING

BACK PRESSURE / SUSTAINING SPECIFICATIONS DIMENSIONS In many liquid piping systems, it is vital that line pressure is maintained within relatively narrow limits. This is the function of the 108 Pressure Relief / Back Pressure Series

More information

Table 1. Sequence of bubble and dredging tests with prevailing tide stage and number of bucket cycles recorded for each test.

Table 1. Sequence of bubble and dredging tests with prevailing tide stage and number of bucket cycles recorded for each test. Table 1. Sequence of bubble and dredging tests with prevailing tide stage and number of bucket cycles recorded for each test. Test Tide Dredge Orientation 1 Date Time # Bucket Cycles Bubble 1 Flood North

More information

T e l N o : F a x N o : E m a i l : a i s h c m c - m e. c o m w w w. c m c - m e.

T e l N o : F a x N o : E m a i l : a i s h c m c - m e. c o m w w w. c m c - m e. MU047: Practical Valve Technology: Selection, Installation, Upgrading, Inspection & Troubleshooting MU047 Rev.002 CMCT COURSE OUTLINE Page 1 of 7 Training Description: This five-day intensive course covers

More information

Specifications for Synchronized Sensor Pipe Condition Assessment (AS PROVIDED BY REDZONE ROBOTICS)

Specifications for Synchronized Sensor Pipe Condition Assessment (AS PROVIDED BY REDZONE ROBOTICS) Specifications for Synchronized Sensor Pipe Condition Assessment (AS PROVIDED BY REDZONE ROBOTICS) A. Scope of Work The work covered by these specifications consists of furnishing all materials, labor,

More information

Impacts of breakwaters and training walls

Impacts of breakwaters and training walls Across the eastern seaboard of Australia, breakwaters and training walls have instigated fundamental perturbations to coastal and estuary processes. This has induced long-term changes to foreshore alignments,

More information

Public Notice U.S. Army Corps In Reply to Application Number CENAB-OP-RMS (NATIONAL HARBOR (FORMERLY PORT Baltimore District AMERICA])

Public Notice U.S. Army Corps In Reply to Application Number CENAB-OP-RMS (NATIONAL HARBOR (FORMERLY PORT Baltimore District AMERICA]) Public Notice U.S. Army Corps In Reply to Application Number of Engineers CENAB-OP-RMS (NATIONAL HARBOR (FORMERLY PORT Baltimore District AMERICA]) 88-01361 PN 14-05 Comment Period: January 16, 2014 to

More information

AUTOMATIC DREDGING PROFILE AND CONTOUR CONTROL

AUTOMATIC DREDGING PROFILE AND CONTOUR CONTROL AUTOMATIC DREDGING PROFILE AND CONTOUR CONTROL Jay Wise 1 ABSTRACT Phillips and Jordan, a leading excavating and disaster recovery contractor, was faced with the challenge to manage a civil contract involving

More information

Maltester Channel Dredging. Shoreline Marina Committee. November 18, 2008

Maltester Channel Dredging. Shoreline Marina Committee. November 18, 2008 Maltester Channel Dredging Shoreline Marina Committee November 18, 2008 Shoaling Study Summary Report Completed in October 2008 Analyzed siltation rates at Marina Rate of siltation is dynamic ranging from

More information

Exercise (3): Open Channel Flow Rapidly Varied Flow

Exercise (3): Open Channel Flow Rapidly Varied Flow Exercise (3): Open Channel Flow Rapidly Varied Flow 1) A hydraulic jump exists in a trapezoidal channel having a bed width of 7 m and side slope of 1:1. The flowing discharge is 25 m 3 /sec. Construct

More information

Request Number IR1-12: Flow Passage. Information Request

Request Number IR1-12: Flow Passage. Information Request Request Number IR1-12: Flow Passage Information Request Provide additional information about the 100 metre flow passage channel scenario between the Westshore Terminals and the proposed Project terminal

More information

Charlottetown Marine Terminal Pipeline Decommissioning Project Description

Charlottetown Marine Terminal Pipeline Decommissioning Project Description Charlottetown Marine Terminal Pipeline Decommissioning Project Description 69 Marr Road Unit B Rothesay NB, E2E 3J9 Tel (506) 848-1920 Fax (506) 848-1929 Charlottetown Marine Terminal Pipeline Decommissioning

More information

HYDRAULIC JUMP AND WEIR FLOW

HYDRAULIC JUMP AND WEIR FLOW HYDRAULIC JUMP AND WEIR FLOW 1 Condition for formation of hydraulic jump When depth of flow is forced to change from a supercritical depth to a subcritical depth Or Froude number decreases from greater

More information

North Diversion Channel Physical Modeling:

North Diversion Channel Physical Modeling: North Diversion Channel Physical Modeling: Bike Notch Implementation Between Vineyard Arroyo Confluence to Osuna Bridge August 29, 2011 Prepared for Albuquerque Metropolitan Arroyo Flood Control Authority

More information

Water Resources Report RKLD Annual Meeting July 30, 2016

Water Resources Report RKLD Annual Meeting July 30, 2016 Water Resources Report RKLD Annual Meeting 2016 July 30, 2016 Topics Hydrology Report Indianford Dam trash rack cleanout performance Experimental Project update Review of PAS project Twin floods- 1 to

More information

Proceedings, 2001National Conference on Beach Preservation Technology, pp COASTAL INLET BANK EROSION. William C.

Proceedings, 2001National Conference on Beach Preservation Technology, pp COASTAL INLET BANK EROSION. William C. Proceedings, 2001National Conference on Beach Preservation Technology, pp. 274-283 COASTAL INLET BANK EROSION William C. Seabergh 1 Abstract: Much focus is placed on beach erosion on the open coast. However,

More information

Evaluation of Placement Alternatives for Matagorda Ship Channel Bottleneck Removal

Evaluation of Placement Alternatives for Matagorda Ship Channel Bottleneck Removal Evaluation of Placement Alternatives for Matagorda Ship Channel Bottleneck Removal James Rosati III Ashley E. Frey CPT Grays Harbor, WA Wood Wood chips Flour Other CMS Shark River Inlet, NJ US Army Corps

More information

If you have comments on this or suggestions for other terms that should be added to this glossary, please send an to

If you have comments on this or suggestions for other terms that should be added to this glossary, please send an  to Tide Gates Glossary There is very little information available anywhere related to tide gates and flap gates. This is a glossary of terms that are associated with, or useful when discussing, tide gates.

More information

Ocean Structures and Material Prof. Dr. Srinivasan Chandrasekaran Department of Ocean Engineering Indian Institute of Technology, Madras

Ocean Structures and Material Prof. Dr. Srinivasan Chandrasekaran Department of Ocean Engineering Indian Institute of Technology, Madras Ocean Structures and Material Prof. Dr. Srinivasan Chandrasekaran Department of Ocean Engineering Indian Institute of Technology, Madras Module - 2 Lecture - 5 Dredging II In the fifth lecture we discussed

More information

Copyright, 2005 GPM Hydraulic Consulting, Inc.

Copyright, 2005 GPM Hydraulic Consulting, Inc. Troubleshooting and Preventive Maintenance of Hydraulic Systems Learning to Read the Signs of Future System Failures Instructed by: Al Smiley & Alan Dellinger Copyright, 2005 GPM Hydraulic Consulting,

More information

TechTalk. Purging for Delayed Coking. Understanding purging system design in heavy-fouling applications. Outline

TechTalk. Purging for Delayed Coking. Understanding purging system design in heavy-fouling applications. Outline Page 1 of 6 TechTalk Understanding purging system design in heavy-fouling applications Purging for Delayed Coking Outline Introduction In high-fouling applications such as heavy oil processing and What

More information

Theory, Applications and Sizing of Air Valves

Theory, Applications and Sizing of Air Valves Practice + Operations Theory, Applications and Sizing of Air Valves Val-Matic Valve & Mfg. Corp. When air is allowed to accumulate in pressurized pipelines, efficiency is sacrificed and serious damage

More information

TECHNICAL DATA. Q= Cv S

TECHNICAL DATA. Q= Cv S Page 1 of 13 1. DESCRIPTION The Viking 4 inch Model G-4000 Dry Valve Riser Assembly consists of a small profile, light weight, pilot operated valve that is used to separate the water supply from the dry

More information

OBSOLETE. Wet pipe low flow manifold system

OBSOLETE. Wet pipe low flow manifold system June 1, 2008 Foam 15a 1. Description Multiple risers can be supplied from a single proportioning device. A riser manifold is installed with various riser types and sizes that are to supply foam solution

More information

SUBMITTAL NOTES PROJECT: Ross Model 50RWR-A Pilot Operated Surge Relief Valve with Hydraulic Anticipation. Size: inch / mm

SUBMITTAL NOTES PROJECT: Ross Model 50RWR-A Pilot Operated Surge Relief Valve with Hydraulic Anticipation. Size: inch / mm SUBMITTAL NOTES PROJECT: Ross Model 50RWR-A Pilot Operated Surge Relief Valve with Hydraulic Anticipation Size: inch / mm Every Ross Valve shall be hydrostatically tested for body integrity and tight seating

More information

APPROACH DEPTH(m) From East 15.0 From West From East 15.0 From West From East 15.0 From West ) ) From East 15.0 ) From West 16.

APPROACH DEPTH(m) From East 15.0 From West From East 15.0 From West From East 15.0 From West ) ) From East 15.0 ) From West 16. UNIVERSAL TERMINAL (OMU) JETTY DEPTH A/S (m) APPROACH DEPTH(m) MAX LOA (m) MAX DISPL. (tonnes) REMARKS OMU1 23.0 From East 15.0 From West 22.5 346 384,604 VLCC berth OMU2 23.0 From East 15.0 From West

More information

The Future of Hydraulic Control in Water-Systems

The Future of Hydraulic Control in Water-Systems The Future of Hydraulic Control in Water-Systems A. Heimann Manager of R&D and of Technical Support & Applications Engineering departments at Dorot Automatic Control Valves Dorot Control Valves, Kibbutz

More information

STRUCTURE 65-B PURPOSE SPILLWAY OPERATION

STRUCTURE 65-B PURPOSE SPILLWAY OPERATION STRUCTURE 65-B This structure is a reinforced concrete, gated spillway with discharge controlled by three cable operated vertical lift gates and a reinforced concrete lock structure with two pairs of sector

More information

الاسكندريه مصر Tel Fax: (+2) Mob: (+2)

الاسكندريه مصر Tel Fax: (+2) Mob: (+2) Project Upgrading Alexandria Shipyard Client Alexandria Shipyard Company Date 2010 Present Value 1.2 Billion Egyptian Pounds Role Design and Supervision Location Alexandria Harbor Project Timeline Design

More information

COUPLED MANAGEMENT STRATEGY LAKE CATHIE ESTUARY & COAST

COUPLED MANAGEMENT STRATEGY LAKE CATHIE ESTUARY & COAST Lake Cathie Progress Association Inc. ABN 28 251 433 854 P.O. Box 247 Lake Cathie NSW 2445 PHONE/FAX: 02 6584 8211 EMAIL: r3packag@bigpond.com 20 th October 2009 Port Macquarie Hastings Council PO Box

More information

Rock Ramp Design Guidelines. David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E.

Rock Ramp Design Guidelines. David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E. Rock Ramp Design Guidelines David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E. Rock Ramp Design Guidelines OUTLINE Local and System Interactions with Rock Ramps Ramp Geometry

More information

Dredging Keeping Our Underwater Highways Open

Dredging Keeping Our Underwater Highways Open Dredging Keeping Our Underwater Highways Open Sedimentation Material that falls to the bottom of a liquid is called sediment. If enough sediment deposits to build a shallow spot on the river or ocean bottom,

More information

photo: deltaport berth 2 project

photo: deltaport berth 2 project photo: deltaport berth 2 project GROUND I MPROVEMENT BOLEO MARINE TERMINAL Vancouver Pile Driving Ltd. (Vanpile) was involved in the development of the The final Stone Column spacing that was accepted

More information

Unit 24: Applications of Pneumatics and Hydraulics

Unit 24: Applications of Pneumatics and Hydraulics Unit 24: Applications of Pneumatics and Hydraulics Unit code: J/601/1496 QCF level: 4 Credit value: 15 OUTCOME 2 TUTORIAL 9 ACCUMULATORS The material needed for outcome 2 is very extensive so there are

More information

Content. Introduction. 1. Introduction Jogspa Features 4 Interior colour Siding colour options Cover colour options

Content. Introduction. 1. Introduction Jogspa Features 4 Interior colour Siding colour options Cover colour options Content Introduction 1. Introduction 3 We are proud to be introducing the Jog Spa into the US market. The Jog Spa is the peak of evolution in the Spa industry. A Spa that is large enough to move around

More information

Air Eliminators and Combination Air Eliminators Strainers

Air Eliminators and Combination Air Eliminators Strainers Description Air Eliminators and Combination Air Eliminator Strainers are designed to provide separation, elimination and prevention of air in piping systems for a variety of installations and conditions.

More information

R. Randall Center for Dredging Studies Texas A&M University

R. Randall Center for Dredging Studies Texas A&M University R. Randall Center for Dredging Studies Texas A&M University i Glory (Caisson) holes for subsea installations Pipeline trenches Deep ocean mining LNG ports & ship channels Summary WEDA 33 & TAMU 44 2 WEDA

More information

Pumping Systems for Landscaping Pumps, Controls and Accessories. Mark Snyder, PE

Pumping Systems for Landscaping Pumps, Controls and Accessories. Mark Snyder, PE October 21, 2010 Pumping Systems for Landscaping Pumps, Controls and Accessories Mark Snyder, PE Pump Station Design Purpose of Pump Stations Pump stations are designed to boost water pressure from a lower

More information

EVALUATION OF BEACH EROSION UP-DRIFT OF TIDAL INLETS IN SOUTHWEST AND CENTRAL FLORIDA, USA. Mohamed A. Dabees 1 and Brett D.

EVALUATION OF BEACH EROSION UP-DRIFT OF TIDAL INLETS IN SOUTHWEST AND CENTRAL FLORIDA, USA. Mohamed A. Dabees 1 and Brett D. EVALUATION OF BEACH EROSION UP-DRIFT OF TIDAL INLETS IN SOUTHWEST AND CENTRAL FLORIDA, USA Mohamed A. Dabees 1 and Brett D. Moore 1 The paper discusses the analysis of up-drift beach erosion near selected

More information

A Single-Point Mooring System for Direct Pumpout of Hopper Dredges

A Single-Point Mooring System for Direct Pumpout of Hopper Dredges ..-0. -..- DRP-3-08 November 1992 Dredging Technical Research Notes A Single-Point Mooring System for Direct Pumpout of Hopper Dredges Purpose This technical note describes a direct pumpout (DPO) system

More information

Pressure and Flow Control Valves DBGM, German and European Patents

Pressure and Flow Control Valves DBGM, German and European Patents Pressure and Flow Control Valves DBGM, German and European Patents Absolutely Reliable Pressure and Flow Control In water mains of sizes DN 50 to DN 150, ERHARD Control Valves in straight or angle pattern

More information

CLIENT NAME: LOCATION: CALM BUOY INSPECTION:

CLIENT NAME: LOCATION: CALM BUOY INSPECTION: INSPECTOR REVIEWED INSPECTION OF CALM BUOY OVERALL PHOTO REVISION DESCRIPTION: Preliminary / Final Page: 1 TABLE OF CONTENT 1. MANAGEMENT SUMMARY... 3 1.1. SCOPE OF WORK:... 3 1.2. CORRECTIVE ACTIONS...

More information

A Tracer Investigation of. Aerated Water Dispersion and Tidal Exchange in. the San Joaquin River and Stockton Ship Channel

A Tracer Investigation of. Aerated Water Dispersion and Tidal Exchange in. the San Joaquin River and Stockton Ship Channel A Tracer Investigation of Aerated Water Dispersion and Tidal Exchange in the San Joaquin River and Stockton Ship Channel Prepared for: Jones & Stokes Sacramento, California Contact: Russ Grimes Prepared

More information

Stormy Phillips BASICS OF LEASE AUTOMATIC CUSTODY TRANSFER (LACT) SYSTEMS

Stormy Phillips BASICS OF LEASE AUTOMATIC CUSTODY TRANSFER (LACT) SYSTEMS Stormy Phillips BASICS OF LEASE AUTOMATIC CUSTODY TRANSFER (LACT) SYSTEMS Why is Stormy Walking Funny?? What is a LACT system? Introduction A LACT unit is a group of equipment designed specifically for

More information

Geothermal Alliance of Illinois Non-Pressurized Flow Centers

Geothermal Alliance of Illinois Non-Pressurized Flow Centers Geothermal Alliance of Illinois Non-Pressurized Flow Centers Commonly referred to as: Flowcenters Atmospheric Pumps Pump Station Flow Station Zero Pressure Pump Source Pump Pumps Wrongly referred to

More information

Hydrographic Surveying Methods, Applications and Uses

Hydrographic Surveying Methods, Applications and Uses Definition: Hydrographic Surveying Methods, Applications and Uses It is the branch of surveying which deals with any body of still or running water such as a lake, harbor, stream or river. Hydrographic

More information

Current Survey. Not maintained. iso 10.4m. iso 10.4m 2018_H025. iso 10.3m 2018_H025. iso 11.6m 2018_H _H025. iso 11.6m. iso 11.

Current Survey. Not maintained. iso 10.4m. iso 10.4m 2018_H025. iso 10.3m 2018_H025. iso 11.6m 2018_H _H025. iso 11.6m. iso 11. Date of Issue Western Docks 101 Bth Step 3.5 4.1 101 Berth 102/3 Berths 104 Berth Not maintained. iso 10.4m iso 10.4m iso 10.3m 105 Berth iso 11.6m 106 Berth 107 Berth 108/109 Berth 11.6 11.5 109 Berth

More information

Cross Connection Control. 2 CE Hours

Cross Connection Control. 2 CE Hours Cross Connection Control 2 CE Hours Wisconsin Contractors Institute N27 W23953 Paul Road, Suite 203 Pewaukee, WI 53072 www.wicontractorsinstitute.com 262-409-4282 Cross Connection Control Purpose of this

More information

Design. Pompetravaini-NSB API SB Liquid Ring Compressor for Gas Processing. Working Principle

Design. Pompetravaini-NSB API SB Liquid Ring Compressor for Gas Processing. Working Principle SB Pompetravaini-NSB API SB Liquid Ring Compressor for Gas Processing A family of API liquid ring compressors has been developed and has been in the market for nearly a decade, they are specifically made

More information

TECHNICAL DATA. Q = C v P S

TECHNICAL DATA. Q = C v P S Page 1 of 13 1. DESCRIPTION The Viking 6 Model G-6000 Dry Valve Riser Assembly consists of a small profile, light weight, pilot operated valve that is used to separate the water supply from the dry sprinkler

More information

CLARIFICATION PAPER DREDGED MATERIAL VOLUME ESTIMATES

CLARIFICATION PAPER DREDGED MATERIAL VOLUME ESTIMATES CLARIFICATION PAPER DREDGED MATERIAL VOLUME ESTIMATES Prepared by Hiram Arden (Corps of Engineers), David Fox (Corps of Engineers) and Ted Benson (DNR) for the PSDDA agencies. INTRODUCTION In a PSDDA sediment

More information

WW-730. Pressure Sustaining/Relief Control Valve

WW-730. Pressure Sustaining/Relief Control Valve WW-730 Pressure Sustaining/Relief Control Valve Installation Operation & Maintenance Page 1 of 6 1. DESCRIPTION The Model 730 Pressure Relief / Sustaining Valve is an automatic control valve designed to

More information

Coastal Harbors and Waterways, NC (Shallow Draft Navigation) (O&M)

Coastal Harbors and Waterways, NC (Shallow Draft Navigation) (O&M) Coastal Harbors and Waterways, NC (Shallow Draft Navigation) (O&M) Shallow draft coastal harbors include a subsistence harbor at Silver Lake CONGRESSIONAL DISTRICT: NC 3 and 7 DATE: 23 February 2015 1.

More information

Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida

Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida Inlet Management Study for Pass-A-Grille and Bunces Pass, Pinellas County, Florida Final Report Submitted By Ping Wang, Ph.D., Jun Cheng Ph.D., Zachary Westfall, and Mathieu Vallee Coastal Research Laboratory

More information

1-32 NOME HARBOR, ALASKA (CWIS NOS , 87755, 12270, & 10422) Condition of Improvement 30 September 2012

1-32 NOME HARBOR, ALASKA (CWIS NOS , 87755, 12270, & 10422) Condition of Improvement 30 September 2012 NOME HARBOR 1-32 NOME HARBOR, ALASKA (CWIS NOS. 72742, 87755, 12270, & 10422) Condition of Improvement 30 September 2012 AUTHORIZATION: (1) Rivers and Harbors Act, 8 August 1917 (House Doc. 1932, 64th

More information

Inner-Bank Erosion Processes and Solutions at Coastal Inlets

Inner-Bank Erosion Processes and Solutions at Coastal Inlets Inner-Bank Erosion Processes and Solutions at Coastal Inlets by William C. Seabergh PURPOSE: The Coastal and Hydraulics Engineering Technical Note (CHETN) herein provides information on erosion which occurs

More information

CAST IRON VALVES FLOAT VALVE

CAST IRON VALVES FLOAT VALVE CAST IRON VALVES FLOAT VALVE NETAFIM CAST IRON VALVES FLOAT VALVE INLINE 25-400MM ANGLE 50-100MM SPECIFICATIONS Manufactured to ISO 9001 Available Valve sizes INLINE Flanged 50mm to 600mm & Threaded 19mm

More information

Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No , )

Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No , ) Wrangell Harbors Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No. 010435, 021500) Authorization (1) Rivers and Harbors Act, 22 September 1922 (House Doc. 161, 67th Congress,

More information

Dredged Material Management Plan Atlantic Intracoastal Waterway Port Royal Sound, South Carolina to Cumberland Sound, Georgia November 2015

Dredged Material Management Plan Atlantic Intracoastal Waterway Port Royal Sound, South Carolina to Cumberland Sound, Georgia November 2015 Dredged Material Management Plan Atlantic Intracoastal Waterway Port Royal Sound, South Carolina to Cumberland Sound, Georgia November 2015 Appendix B: Biological Assessment of Threatened and Endangered

More information

Linde Hydraulics Corporation, P.O. Box 82, Canfield, Ohio 44406

Linde Hydraulics Corporation, P.O. Box 82, Canfield, Ohio 44406 Page 1 / 5 BPV..HF with Pressure Cut-off BPV..EH with Pressure Cut-off PURPOSE The purpose of the "PRESSURE CUT-OFF" is to prevent large amounts of oil from bleeding over a relief valve, which reduces

More information

Fundamentals of NGL Sampling Systems. By Dominic Giametta & Jim Klentzman

Fundamentals of NGL Sampling Systems. By Dominic Giametta & Jim Klentzman Fundamentals of NGL Sampling Systems By Dominic Giametta & Jim Klentzman The purpose of this paper is to discuss in depth the systems we use as a standard to sample natural gas liquids, or NGL s. Before

More information

TECHNICAL DATA 3 MODEL G-3000 DRY VALVE RISER ASSEMBLY

TECHNICAL DATA 3 MODEL G-3000 DRY VALVE RISER ASSEMBLY Page 1 of 13 1. DESCRIPTION The Viking 3 Model G-3000 Dry Valve Riser Assembly is equipped with a small profile, light weight, pilot operated valve that is used to separate the water supply from the dry

More information

Exercise (4): Open Channel Flow - Gradually Varied Flow

Exercise (4): Open Channel Flow - Gradually Varied Flow Exercise (4): Open Channel Flow - Gradually Varied Flow 1) A wide channel consists of three long reaches and has two gates located midway of the first and last reaches. The bed slopes for the three reaches

More information

DREDGING AT INLETS ON SANDY COASTS

DREDGING AT INLETS ON SANDY COASTS CHAPTER 18 DREDGING AT INLETS ON SANDY COASTS Berkeley Blackman Chief, Civil Works Branch South Atlantic Division, Corps of Engineers Department of the Army Atlanta, Georgia Dredging in navigation channels

More information

Juneau Douglas Harbor

Juneau Douglas Harbor Juneau Douglas Harbor Douglas Harbor Page 2 of 8 Condition of Improvements 31 December 2015 Douglas Harbor, Alaska (CWIS No. 072789, 180942) Authorization Rivers and Harbors Act, 3 July 1958 (House Doc.

More information

PENNDRAIN.rep. HEC-RAS Version May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California

PENNDRAIN.rep. HEC-RAS Version May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California HEC-RAS Version 3.1.3 May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX

More information

Nome Harbor Page 2 of 12

Nome Harbor Page 2 of 12 Nome Harbor Nome Harbor Page 2 of 12 Condition of Improvements 30 December 2015 Nome Harbor, Alaska (CWIS No. 010422, 012270, 072742, 087755) Authorization (1) Rivers and Harbors Act, 8 August 1917 (House

More information

Angela Lane, Lowe Environmental Impact / Karen Akuhata (WDC) The Wairoa wastewater treatment system requires a replacement consent by May 2019.

Angela Lane, Lowe Environmental Impact / Karen Akuhata (WDC) The Wairoa wastewater treatment system requires a replacement consent by May 2019. MEMORANDUM Job No.10292 To: From: Jamie Cox, Wairoa District Council Angela Lane, Lowe Environmental Impact / Karen Akuhata (WDC) Date: 11 September 2017 Subject: Task A2I2 Current Outfall Pipe Description

More information

1-32 NOME HARBOR, ALASKA (CWIS NOS , 87755, & 10422) Condition of Improvement 30 September 2009

1-32 NOME HARBOR, ALASKA (CWIS NOS , 87755, & 10422) Condition of Improvement 30 September 2009 NOME HARBOR 1-32 NOME HARBOR, ALASKA (CWIS NOS. 72742, 87755, & 10422) Condition of Improvement 30 September 2009 AUTHORIZATION: (1) Rivers and Harbors Act, 8 August 1917 (House Doc. 1932, 64th Congress,

More information

TECHNICAL DATA Q = C. v P S. 2 Model G-2000 Dry valve. Page 1 of 13

TECHNICAL DATA Q = C. v P S. 2 Model G-2000 Dry valve. Page 1 of 13 Page 1 of 13 1. Description The Viking 2 Model G-2000 Dry Valve Riser Assembly consists of a small profile, light weight, pilot operated valve that is used to separate the water supply from the dry sprinkler

More information

NEW PROGRAM! OIL AND GAS TECHNOLOGY PROGRAM

NEW PROGRAM! OIL AND GAS TECHNOLOGY PROGRAM NEW PROGRAM! PROGRAM Mechanical Maintenance MODEL H-IRT-1 Industrial Refrigeration Trainer MODEL H-RIG-1C Rigging Systems Trainer MODEL H-IMTS-1 Industrial Maintenance Training System MODEL H-FP-223-14

More information

Introducing The Gemma One

Introducing The Gemma One Introducing The Gemma One The Gemma One is a new generation clean vessel: a practical, safe, conservatively styled, amenity-rich, and highly automated boat that can be 100% powered by renewable energy,

More information

FLUID POWER FLUID POWER EQUIPMENT TUTORIAL ACCUMULATORS. This work covers part of outcome 2 of the Edexcel standard module:

FLUID POWER FLUID POWER EQUIPMENT TUTORIAL ACCUMULATORS. This work covers part of outcome 2 of the Edexcel standard module: FLUID POWER FLUID POWER EQUIPMENT TUTORIAL ACCUMULATORS This work covers part of outcome 2 of the Edexcel standard module: UNIT 21746P APPLIED PNEUMATICS AND HYDRAULICS The material needed for outcome

More information

Content. Introduction. 1. Introduction Jogspa Features 4 Interior colour Siding colour options Cover colour options

Content. Introduction. 1. Introduction Jogspa Features 4 Interior colour Siding colour options Cover colour options Content Introduction 1. Introduction 3 We are proud to be introducing the Jog Spa into the US market. The Jog Spa is the peak of evolution in the Spa industry. A Spa that is large enough to move around

More information

DIVERLESS SUBSEA HOT TAPPING OF PRODUCTION PIPELINES

DIVERLESS SUBSEA HOT TAPPING OF PRODUCTION PIPELINES DIVERLESS SUBSEA HOT TAPPING OF PRODUCTION PIPELINES Dale Calkins Senior Project Engineer, TD Williamson Inc Biography Dale Calkins joined TD Williamson Inc in November of 1999 after working as a consulting

More information

MOREHEAD CITY HARBOR, NC. Dredged Material Management Plan (DMMP)

MOREHEAD CITY HARBOR, NC. Dredged Material Management Plan (DMMP) MOREHEAD CITY HARBOR, NC Dredged Material Management Plan (DMMP) Public Meeting/Info Session 15 January 2014 US Army Corps of Engineers Morehead City Harbor DMMP Presentation Topics Morehead City Harbor

More information

Annex E Bridge Pier Protection Plan

Annex E Bridge Pier Protection Plan Annex E Bridge Pier Protection Plan Table E1 Bridge Types and Locations Table E2 Flow Conditions For River Sections Figure E1 Bridge Abutment Protection Figure E2 Bridge Pier Protection Figure E3 Central

More information

WW-720. Pressure Reducing Control Valve

WW-720. Pressure Reducing Control Valve WW-720 Pressure Reducing Control Valve (Size Ranges: 2-4 and 6-14 ) Installation Operation & Maintenance Page 1 of 6 1. DESCRIPTION The Model 720 Pressure Reducing is an automatic control valve (powered

More information

HABITAT RESTORATION USING DREDGED MATERIAL PLACEMENT

HABITAT RESTORATION USING DREDGED MATERIAL PLACEMENT HABITAT RESTORATION USING DREDGED MATERIAL PLACEMENT WITHIN THE LOWER COLUMBIA RIVER AT WOODLAND ISLANDS, WA 237 237 237 217 217 217 200 200 200 Hans Moritz Matt Fraver Logan Negherbon 255 0 163 131 Mike

More information

ONSITE PROVING OF GAS TURBINE METERS Daniel J. Rudroff Invensys Metering Systems

ONSITE PROVING OF GAS TURBINE METERS Daniel J. Rudroff Invensys Metering Systems ONSITE PROVING OF GAS TURBINE METERS Daniel J. Rudroff Invensys Metering Systems 1322 Foxwood, Houston, Texas 77008 INTRODUCTION With the increased use of Natural Gas as a fuel, higher natural gas prices,

More information

New Developments and Special Experiences in Geoinform s Well Testing Services

New Developments and Special Experiences in Geoinform s Well Testing Services New Developments and Special Experiences in Geoinform s Well Testing Services Peter Baranyi Chief Engineer, GEOINFORM Ltd. Services provided by Geoinform, Well Testing Technologies Surface WT: standard

More information

Reaction apparatus with agitator and double wall vessel 0,1-5 litres

Reaction apparatus with agitator and double wall vessel 0,1-5 litres Reaction apparatus with agitator and double wall vessel 0,1-5 litres We deliver the systems without motor, but with manual and certificate. The double cardan coupling enables a tension-free drive of the

More information

Regulation PM-10.0: Ships Ballast Water Management

Regulation PM-10.0: Ships Ballast Water Management 10.1. General Requirements 10.2 Ships Precaution for Loading Ballast 10.3 Ballast Water Management Plan 10.4 Reporting of Ballast water Reporting Form 10.5 EHS Role for Ballast Uptake 10.6 Ships Responsibility

More information

HEC 26 Aquatic Organism Passage Design Manual Evolution & Application

HEC 26 Aquatic Organism Passage Design Manual Evolution & Application HEC 26 Aquatic Organism Passage Design Manual Evolution & Application Sven Leon, P.E., Hydraulics Engineer Federal Highway Administration 2015 Alaska Fish Passage Meeting October 13 14, 2015 VTRC, Juneau,

More information

BERMAD Waterworks. Level Control Valve with Altitude Pilot. 700 Series. Model X. Features and Benefits. Major Additional Features

BERMAD Waterworks. Level Control Valve with Altitude Pilot. 700 Series. Model X. Features and Benefits. Major Additional Features Level Control Valve with Altitude Pilot High level reservoirs & water towers Energy cost critical systems Systems with poor water quality Inherent refreshing Level sustaining at reservoir outlet The Level

More information

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam.

Suitable Applications Check dams may be appropriate in the following situations: To promote sedimentation behind the dam. Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category

More information

Selection of ICF made easy Save even more time with ICF

Selection of ICF made easy Save even more time with ICF MAKING MODERN LIVING POSSIBLE Selection of ICF made easy Save even more time with ICF ICF stands for valve trains and for over five years installation and service has never been easier. This quick guide

More information

Fundamentals Of Petroleum Engineering PRODUCTION

Fundamentals Of Petroleum Engineering PRODUCTION Fundamentals Of Petroleum Engineering PRODUCTION Mohd Fauzi Hamid Wan Rosli Wan Sulaiman Department of Petroleum Engineering Faculty of Petroleum & Renewable Engineering Universiti Technologi Malaysia

More information

Beavers are particularly adept at manipulating their

Beavers are particularly adept at manipulating their Beavers are particularly adept at manipulating their environment to suit their needs. They instinctively build dams to raise water levels and increase the area covered by water. Beaver ponds provide security

More information

TECHNICAL DATA. Dry 132a. October 1, 2008

TECHNICAL DATA. Dry 132a. October 1, 2008 October 1, 2008 Dry 132a 1. Description Viking High Pressure (HP) Dry Systems utilize a Viking Model E or Model F Deluge Valve to control the water supply to system piping equipped with closed sprinklers.

More information

SELECTION & APPLICATION

SELECTION & APPLICATION G O R M A N - R U P P P U M P S SELECTION & APPLICATION OF SELF-PRIMING CENTRIFUGAL PUMPS GRpumps.com G O R M A N - R U P P P U M P S PUMP SELECTION To assist with the selection of self-priming pumps,

More information

ST. LOUIS SECTION PROJECT OF THE YEAR AWARD

ST. LOUIS SECTION PROJECT OF THE YEAR AWARD ST. LOUIS SECTION PROJECT OF THE YEAR AWARD Originality and Innovation The St. Louis Harbor Project is located in the Upper Mississippi River between the entrance to the Chain of Rocks Canal at River

More information