Groundwater vocabulary

Slides:



Advertisements
Similar presentations
Yhd Subsurface Hydrology
Advertisements

Groundwater Hydraulics Daene C. McKinney
Groundwater Flow Equations
Principles of Groundwater Flow
Introduction to Environmental Engineering Lecture 15 Water Supply and Groundwater.
28.1 The Hydrologic Cycle Hydrological cycle: natural circulation of water from the oceans to the air, then to the ground, then to the oceans and then.
Boundaries and Superposition
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
Water Movement in Soil and Rocks. Two Principles to Remember:
Properties of Aquifers
Watershed Hydrology, a Hawaiian Prospective; Groundwater Ali Fares, PhD Evaluation of Natural Resource Management, NREM 600 UHM-CTAHR-NREM.
Figure taken from Hornberger et al. (1998). Linear flow paths assumed in Darcy’s law True flow paths.
Week 2 Terminology + Hydraulics review. Terms Porosity Porosity Moisture content Moisture content Saturation Saturation Aquifer Aquifer Aquitard Aquitard.
Figure from Hornberger et al. (1998) Darcy’s data for two different sands.
Groundwater Hydraulics Daene C. McKinney
Construction Dewatering
1 GROUNDWATER HYDROLOGY AND CONTAMINANT TRANSPORT CEVE 518 P.C. de Blanc C.J. Newell 1.Porosity and Density Continued 2.Saturation and Water Content 3.Darcy.
Groundwater 1 Groundwater flows slowly through the voids between grains or the cracks in solid rock. Much of our knowledge depends on field and laboratory.
Presented by: 1. A measure of how easily a fluid (e.g., water) can pass through a porous medium (e.g., soils) 2 Loose soil - easy to flow - high permeability.
Peter Dahlhaus SCGEO 2106 Week 4. PrecipitationEvapotranspirationPond Storage Overland FlowThroughfall InterceptionInterception StorageInfiltrationSoil.
Lecture Notes Applied Hydrogeology
Darcy’s Law and Flow CIVE Darcy allows an estimate of: the velocity or flow rate moving within the aquifer the average time of travel from the head.
Water Supply and Treatment. Average Precipitation.
Example (a) What head is supplied to the turbine when Q = 8 ft3/s?
1 Ground Water Basics Porosity Head Hydraulic Conductivity Transmissivity.
Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration.
CHAPTER SEVEN INTRODUCTORY WELL HYDROLOGY. GROUNDWATER OCCURRENCE.
Lecture 20 Ground Water (3) Ground water movement
Darcy’s Law Philip B. Bedient Civil and Environmental Engineering Rice University.
CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.
How does groundwater flow ? February 26, TOC  Definitions  Groundwater flow overview Equipotentials and flowlines  Wells  Laplace  Boundary.
HONR 297 Environmental Models
CE 3354 Engineering Hydrology
Groundwater. 1. Zone of Aeration 2. Water table.
Groundwater Flow Equations Groundwater Hydraulics Daene C. McKinney.
Groundwater Systems D Nagesh Kumar, IISc Water Resources Planning and Management: M8L3 Water Resources System Modeling.
Flow to Wells - 1 Groundwater Hydraulics Daene C. McKinney.
Soil Physics David Zumr room: b608 Lecture (and seminar) notes will be available: -
A.Done Already B.Confident C.Could read text and figure out D.Unsure – need help E.Clueless how to start.
“Note D is on water filtration. It includes a description of a new device that seems to simply and economically resolve the problem of filtering water.
Groundwater movement Objective To be able to calculate the hydraulic conductivity of a sample given measurements from a permeameter To be able to evaluate.
Test Rules Answer all questions. Please answer on separate sheets of paper. Reference material. You may refer to one 8.5 x 11 inch page of notes, hand.
Radial Flow to an Unconfined Aquifer From Mays, 2011, Ground and Surface Water Hydrology.
Groundwater movement Objective
Groundwater Review Aquifers and Groundwater Porosity
Water in Soil Learning objectives
Recap Lecture 1 Lecture 2 Volume/Mass balance (by GSL example)
Groundwater Learning objectives
Flow in Aquifers – 1 Confined Aquifer Flow
Principles of Groundwater Flow
Flow to Wells – 2 Steady flow to a well in an unconfined aquifer
HYDROLOGY Lecture 6 GROUNDWATER 2
Lecture 20 Ground Water (3) Ground water movement
Water in Soil Learning objectives
Groundwater-Surface Water Interactions
Example Estimate the average drawdown over an area where 25 million m3 of water has been pumped through a number of uniformly distributed wells.
Steady flow in a confined aquifer
Gaining vs. losing streams
Test 1 Review Chapter 1, Hydrologic cycle and the water balance
Groundwater occupies pores or open space within Earth materials
28.1 The Hydrologic Cycle Hydrological cycle: natural circulation of water from the oceans to the air, then to the ground, then to the oceans and then.
Philip B. Bedient Civil and Environmental Engineering Rice University
Determining Hydraulic Conductivity
Groundwater Learning objectives
Anisotropy – Key ideas Effective conductivity that represents aggregate effect of flow through a layered system Effective conductivity is different parallel.
Determine the storage coefficient
Some Quiz Questions Unit: Subsurface Flow.
Determine the storage coefficient
Philip B. Bedient Civil and Environmental Engineering Rice University
Groundwater Flow Example
Presentation transcript:

Groundwater vocabulary From Mays, 2011, Ground and Surface Water Hydrology

Groundwater vocabulary From Mays, 2011, Ground and Surface Water Hydrology

Schematic block diagram showing ground-water conditions in Cache Valley, Utah (from Kariya and others, 1994, from http://geology.utah.gov/online/mp/mp02-08/mp02-08txt.pdf).

From UGS Open-File Report 579 http://geology. utah

Darcy’s experiment: Pressure distribution and head loss in flow through a sand column From Mays, 2011, Ground and Surface Water Hydrology

Determine the hydraulic conductivity of the sample The figure shows a sample from an unconfined aquifer. L=50 cm, Diameter = 6 cm. The sample is tested for 3 min under constant head difference of 16.3 cm. 45.2 cm3 of water is collected at the outlet. Determine the hydraulic conductivity of the sample Determine the average interstitial velocity assuming a porosity of 0.3 Determine the Reynolds number assuming an effective grain size (d10) of 0.037 cm From Mays, 2011, Ground and Surface Water Hydrology