We think you have liked this presentation. If you wish to download it, please recommend it to your friends in any social system. Share buttons are a little bit lower. Thank you!
Presentation is loading. Please wait.
Published byJordan Quarles
Modified over 2 years ago
© 2005 STS WMH StS WM Surface to Surface Waste Management Holdings Inc. September 2005
© 2005 STS WMH Problem Used drilling mud may contain hazardous and foreign substances leading to: Used drilling mud may contain hazardous and foreign substances leading to: Complex and costly disposal methods Complex and costly disposal methods Potential long term environmental liabilities for producers Potential long term environmental liabilities for producers High costs for remediation High costs for remediation Increasingly stringent regulatory environment(s) Increasingly stringent regulatory environment(s) Negative public perception (land contamination / water use) Negative public perception (land contamination / water use)
© 2005 STS WMH HDD - Problem sludge pit Vac truck hauling to landfill high tipping fees long term environmental liability
© 2005 STS WMH PitDry TM Solution One Step Process One Step Process PitDry Mixer used in combination with dry reagents PitDry Mixer used in combination with dry reagents Results in solidification of solid/liquid mud/waste Results in solidification of solid/liquid mud/waste
© 2005 STS WMH HDD – PitDry Solution sludge pit Vac truck hauling to landfill high tipping fees long term environmental liability No tipping fees – landfill cover or on-site spread PitDry
© 2005 STS WMH The following pictures show the progress of the test conducted September 28, 2005. The test was to see the effects of pumping directly on to a flat surface (on-site spread) and if the resulting effluent setup the same as it does in a dump truck box (hauling for landfill cover). The approx. total amount of the fluid was 4500 us gal Aprox. run time 57 min. (start time 11:06 end time 11:59) Average flow 79 gpm. Test was successful! HDD PIT DRY Test Sept 28/05
© 2005 STS WMH Layout of the Test Site Tanker Truck – 4500 gal Holding Pit PitDry tm Mixer Ground Discharge Area
© 2005 STS WMH 11:13
© 2005 STS WMH 11:37
© 2005 STS WMH 11:13 Discharge area 7 minutes after start of test 11:37 31 Minutes after start Note: Growth, Stacking, and Flow
© 2005 STS WMH 11:43
© 2005 STS WMH 11:43
© 2005 STS WMH 12:04
© 2005 STS WMH 12:05 Note: Perspective for size of discharge area and stacking of processed mud
© 2005 STS WMH 12:06
© 2005 STS WMH 12:10 Sample #1 11:12 Sample #2 11:36 Sample #3 11:50
© 2005 STS WMH The following pictures were taken six hours after the test run.
© 2005 STS WMH 6:20pm
© 2005 STS WMH 12:06 6:20pm Two pictures of the same area some 6 hours apart.
© 2005 STS WMH 6:20pm
© 2005 STS WMH 6:21pm
© 2005 STS WMH 6:21pm
© 2005 STS WMH Sample #1 Sample #2 Sample #3 6:22pm
© 2005 STS WMH Summary In approximately one hour, approximately 4,500 gal (US) (17 cubic meters, or 22 cubic yards) were processed and mixed with reagents which resulted in stackable solids which could be site spread or hauled away to a landfill in a dump truck. In approximately one hour, approximately 4,500 gal (US) (17 cubic meters, or 22 cubic yards) were processed and mixed with reagents which resulted in stackable solids which could be site spread or hauled away to a landfill in a dump truck. The reagents combine with the water and spent mud to trap and bind contaminating constituents thus making them non-hazardous. The reagents combine with the water and spent mud to trap and bind contaminating constituents thus making them non-hazardous. Output solid met all Ontario disposal requirements – considered dirt – spreadable/disposable anywhere Output solid met all Ontario disposal requirements – considered dirt – spreadable/disposable anywhere
© 2005 STS WMH Conclusion This test has shown that we can turn waste drilling fluids and residue to environmentally compliant transportable/land disposable solids, using a simple robust method (equipment, reagents, and process) thereby eliminating problems/costs with current waste fluid disposal methods.
13:00 Clock will move after 1 minute PPT – VCIC Timer 15.ppt.
DLMSO Classroom Timer Select a time to count down from the clock above 60 min 45 min 30 min 20 min 15 min 10 min 5 min or less.
Break Time Remaining 10:00. Break Time Remaining 9:59.
C Copyright © 2005, Oracle. All rights reserved. Practice Solutions.
Planning best practice tailings disposal, management and rehabilitation strategies Presented by Mike Gowan.
Murach’s OS/390 and z/OS JCLChapter 16, Slide 1 © 2002, Mike Murach & Associates, Inc.
Time for a BREAK! You have 45 Minutes. Time Left 44.
5 minutes 4 minutes 3 minutes 2 : 00 1 : 59 1 : 58.
1 Copyright © 2013 Elsevier Inc. All rights reserved. Appendix 01.
Model and Relationships 6 M 1 M M M M M M M M M M M M M M M M
DIVIDING INTEGERS 1. IF THE SIGNS ARE THE SAME THE ANSWER IS POSITIVE 2. IF THE SIGNS ARE DIFFERENT THE ANSWER IS NEGATIVE.
3 : 00 2 : 59 2 : 58 2 : 57 2 : 56 2 : 55 2 : 54.
PSSA Preparation. Question 1(no calculator) D Question 2 (no calculator)
Copyright © 2012, Elsevier Inc. All rights Reserved. 1 Chapter 7 Modeling Structure with Blocks.
Copyright © 2003 Pearson Education, Inc. Slide 1 Computer Systems Organization & Architecture Chapters 8-12 John D. Carpinelli.
Virtual Tour of Municipal Wastewater Treatment Plant (WWTP) Prepared by Dr. Richard O. Mines, Jr., P.E. Mercer University Environmental Engineering Department.
01. In a solution, the substance that is doing the dissolving is the ___.
1 Problem Solving using Conversion Factors Copyright © 2005 by Pearson Education, Inc. Publishing as Benjamin Cummings.
×1= 9 4 1×1= 1 5 8×1= 8 6 7×1= 7 7 8×3= 24.
Januar 2005 S M T O T F L
Wastewater and Stormwater Discharge from Landfills Rick Pinneo Illinois EPA.
1 of 36 The EPA 7-Step DQO Process Step 2 - Identify the Decisions Presenter: Sebastian Tindall 9:30 AM - 9:45 AM (15 minutes) Day 2 DQO Training Course.
Australian water filter. australian Public Swimming Pool Backwash Recycling The Average Olympic size swimming pool can use 100,000 litres of water per.
OPTN Modifications to Heart Allocation Policy Implemented July 12, 2006 Changed the allocation order for medically urgent (Status 1A and 1B) patients Policy.
24 Hour Clock We are learning how to read the 24 hour clock.
Weisburd, Lawton, Ready, Rudes, Cave, and Nelson Presented by Breanne Cave 1.
ZF-100 The Paraffin & Asphaltene Solution. ZF-100 The Paraffin & Asphaltene Solution 72% Biodegradable, environmentally friendly ZF-100 is an aggressive.
1. 2 CAPTURE, CONTAIN, TREAT AND DISPOSE OF DECONTAMINATION RUNOFF ON-SITE Primo L. Acernese TerraGroup Corporation TECWAR ® Systems Allentown, PA Originally.
We will resume in: 25 Minutes We will resume in: 24 Minutes.
Making Crystal Slurry and Dry Crystals: cleaning fracture water for Oil and Gas drilling 1.
David Burdett May 11, 2004 Package Binding for WS CDL.
15. Oktober Oktober Oktober 2012.
Sets Sets © 2005 Richard A. Medeiros next Patterns.
Numbers Treasure Hunt
and 5. and and
1 What is a Universal Waste?. 2 Universal Waste is universally generated.
BMU - E I 1 Development of renewable energy sources in Germany in
1 Chapter 2Energy and Matter 2.6 Changes of State Copyright © 2005 by Pearson Education, Inc. Publishing as Benjamin Cummings.
Sprayer Economics Gary Schnitkey University of Illinois.
CHAPTER 14 Statement of Cash Flows. The McGraw-Hill Companies, Inc. 2008McGraw-Hill/Irwin 14-2 Chapter Opening To make informed investment and credit.
1 Prof. Valter Bezerra Dantas
Year 6/7 mental test 5 second questions Addition and Subtraction Addition.
1 Copyright © 2013 Elsevier Inc. All rights reserved. Chapter 38.
Copyright © 2009 by The McGraw-Hill Companies, Inc. All rights reserved. McGraw-Hill/Irwin Chapter 9 Growth.
1 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt Synthetic.
Simulations The basics for simulations. Simulation is a way to model random events, such that simulated outcomes closely match real-world outcomes. By.
Copyright © Action Works 2008 All Rights Reserved - Photos by David D. Kempster 1.
© 2008 Pearson Addison Wesley. All rights reserved Chapter Seven Costs.
© 2017 SlidePlayer.com Inc. All rights reserved.