Well Testing Well Performance Tests Flow Profiles Packer Tests

Slides:



Advertisements
Similar presentations
Chemical Analysis of Water
Advertisements

Overview of the EPRI Groundwater Assessment Program
Multi-Level Ground-Water Monitoring Travis von Dessonneck.
Measuring Erodibility of Cohesive Soils By Gregory J. Hanson USDA-ARS Hydraulic Engineering Research Unit.
Driver Recert 2012 Topics Update on Fire Hose Friction Loss Coefficients Fire Flow Through Long LDH Supply Lines Rural Water Supply Flow Rates Booster.
GIS – BASED DRASTIC MODEL FOR ASSESSING
GEOTHERMAL DRILLING James C. Witcher Witcher and Associates
How to Build a Groundwater Model Activity Source Created by the USA Groundwater Foundation; modified from the Science Olympiad event, Awesome Aquifers.
Inflatable DST Equipment An Overview Presentation.
INFLATABLE DST EQUIPMENT
Sand clay Hydraulic Capture clay piezometric surface.
Watershed Hydrology, a Hawaiian Prospective; Groundwater Ali Fares, PhD Evaluation of Natural Resource Management, NREM 600 UHM-CTAHR-NREM.
Purpose of Standpipe and Hose Systems
Acquisition and Interpretation of Water-Level Data Travis von Dessonneck.
Whatever the nature of your business, often simple changes in behaviour or processes can save water and reduce your water bill. These water savings can.
Proposed San Antonio Groundwater Availability Project Claudia Faunt and Matt Landon California Water Science Center U.S. Geological Survey.
Rock Coring Obtain undisturbed samples of solid, fractured, or weathered rock formations.
A portable 6-inch diesel-powered trash pump was used to pump water from Little Topashaw Creek for gully erosion tests February 4 and 5, 2002.
Evaluation of a bedrock aquitard for regional- and local-scale groundwater flow Kenneth R. Bradbury, Madeline B. Gotkowitz, and David J. Hart Wisconsin.
Oct 2001 Methods to Monitor Soil Water Status, Schedule Irrigation Michael van Bavel Dynamax Inc. Houston TX.
RAM Modelling in the Project Design Phase Friday 30 th April, 2010 Paul Websdane Reliability Modelling for Business Decisions Asset Management Council.
Profiling Transmissivity and Contamination in Fractures Intersecting Boreholes USEPA-USGS Fractured Rock Workshop EPA Region 2 14 January 2014 Claire Tiedeman.
Griner Drilling Service
Monitoring Well Post-Installation Consideration By: Pierre-Orly Dupont.
The Full Use of FLUTe Liner Technology in Fractured Rock Boreholes BY CARL KELLER.
ENGINE Leiden Combining Areal Underground and Infrastructure Data to Minimize Exploration and Economic Risks Thomas Kohl, GEOWATT AG Clément Baujard,
What is Fluid Power? Fluid power is energy transmitted and controlled by means of a pressurized fluid, either liquid or gas. The term fluid power applies.
John N. Dougherty, PG Lisa Campbell, PG EPA Region 2, New York City
Garey A. Fox, Ph.D., P.E., Derek M. Heeren, Michael A. Kizer, Ph.D. Oklahoma State University Evaluation of Alluvial Well Depletion Analytical Solutions.
Pumps and Lift Stations. Background Fluid Moving Equipment Fluids are moved through flow systems using pumps, fans, blowers, and compressors. Such devices.
Experimental Example #1. MNB water tank outline chart *Usage Pump (electric pumps, pump engine) 1.5 kw ~ 5kw *MNB devices: pieces The number of.
1 INNOVATION EXPERIENCE SYNERGY COMMITMENT CREATIVITY Air Valves.
Monitoring and Protecting Groundwater During Oil & Gas Development Overview of Colorado Aquifer Systems November 26, 2012 Christopher J. Sanchez, P.G.
Storage Coefficients/Specific Yield. Storage Coefficient/Storativity S: storage coefficient or storativity: The amount of water stored or released per.
March 9, 2011 Report on Construct & Equip Wells (Moniter, 6400 South, 1330 East)
Presented by Michael Taraszki, PG, CHG Engineering and Consulting, Inc. Perchlorate Monitoring in the Llagas Groundwater Subbasin South Santa Clara County,
Problem 1a The table on the right shows the results of a formation sample hypothetical sieve analysis. (Grain sizes listed in the table are conjecture,
STORET 1001 and the State of Utah Monitoring Strategy Today you will see: –What kind of attributes are available in STORET –How results, stations, and.
Backflow Prevention for Fire Sprinkler Systems State of Illinois Plumbing Code.
Where’s My Material? Appropriate Planning for Cap and Habitat Restoration Material Quantities Presented by Paul LaRosa, P.E., John Verduin, P.E., and Ram.
ELECTRICITY COST OF CHILLER AND COOLING TOWER PUMPS KILLING YOU? We Have The RIGHT Solution just for YOU! + =
The Prototype Plume Busters Software: A New Tool for Computer Assisted Instruction P. Allen Macfarlane, Geoffery Bohling, Margaret Townsend Kansas Geological.
Lecture Hydrogeological Investigations.
Some Observations from Using a Colloidal Borescope in Basalt Aquifers Gerry Winter.
Continuous Water- Quality Monitoring. Continuous Water Quality Monitoring Advantages Needed in rapidly changing systems Provides better understanding.
CENTRIFUGAL PUMPS:- DESIGN & PERFORMANCE Ir. N. Jayaseelan 2012.
Groundwater movement Objective To be able to calculate the hydraulic conductivity of a sample given measurements from a permeameter To be able to evaluate.
The Rotation Sleeve System Triangle Equipment AS in co-operation with Ericsson Saab Avionics AB The EXPRO Group.
Innovative Testing & Engineering Solutions for the Industry
Mainstreaming the use of solar PV technology in WASH projects
SMART Water Management PWC’17 Samoa - 10 August 2017 Presentation by Richard Taylor, Thomas Consultants, Auckland.
Aquifer Test Analysis Carter Lake, Iowa
UPDATE ON FHWA’S IN-SITU SCOUR TESTING DEVICE (ISTD)
Groundwater Learning objectives
Contents 1. Overview on work done 2. Individual site discussions
District-Wide Well Maintenance, Rehabilitation, and Repair
Parul Institute of Technology
In order to design a sprinkler or drip irrigation system for the lawn, we must first know how much flow is available in gallons per minute from the water.
CENTRIFUGAL PUMP TROUBLESHOOTING
Apparatus For Dry Run Protection Of Electrical Pumps
ME444 ENGINEERING PIPING SYSTEM DESIGN
Pumps and Lift Stations
Know the Flow: Exploring Ground Water Movement with 3-D Modeling
Hanmer Springs Water Supply
50 m EML3015C Thermal-Fluid I Fall 2000 Homework 4
Hydraulic Structures HYDRAULIC STRUCTURES.
GIS – BASED DRASTIC MODEL FOR ASSESSING
July 1, 2019 City of Sunrise Floridan Aquifer Test Program Searching for Sustainable Water Quality and Yield Imagine the result.
Recent UIC Class I Well Construction Issues
Frostproof Site Hydrogeological Investigation of
Presentation transcript:

Well Testing Well Performance Tests Flow Profiles Packer Tests Depth Specific Sampling

Well Performance & Aquifer Tests Install test pumps Provide on site power generation Provide discharge piping Install transducers 24/7 on site monitoring if necessary Experienced in interacting with local well owners in a variety of circumstances

Engineer and Plan Test

Select Equipment from our Inventory We can chose from over 50 test pumps up to 125 L/s and 200hp, including a large inventory of motors, column pipe, hose, orifice pipes and flow meters

Set Up Pump Discharge

Run Pump Discharge Up to Several Thousand Meters if Required

Provide On Site Power Generation

Install Equipment and Monitor

Provide and Install Transducers to Measure Water Levels

Well Hydraulic, Pump & Motor Performance Sand and turbidity content on well start up Motor condition and performance Pump condition and performance Well hydraulic performance

Well Hydraulic, Pump & Motor Performance Tests are typically conducted at regular intervals to confirm satisfactory condition of well and pump equipment

Tests data recorded and graphically compared with historical data

To determine water producing zones, conduct a flow profile log Where is the water flowing into my well? To determine water producing zones, conduct a flow profile log

Flow Profile Tool This device uses a small impeller that measures flow when it passes zones of flow in a well.

Flow tool in the well Flow Tool in Well

With the flow profile we can determine where the water flow is coming into the well.

Why Flow Profile? Quantify water producing features in well Create base line condition for new well Better understand hydrogeology Provide guidance for rehabilitation efforts Provide direction for depth specific sampling programs Predict hydraulic effects of sealing portions of a well