The Wonderful World of Geology Drilling Soil identification Darcy’s Law Permeameter Porosity presented by Jacob Coleman, Kirk Miller, Kelly Barrett, Amanda.

Slides:



Advertisements
Similar presentations
Yhd Subsurface Hydrology
Advertisements

Introduction to Environmental Engineering Lecture 15 Water Supply and Groundwater.
Infiltration and unsaturated flow Learning objective Be able to calculate infiltration, infiltration capacity and runoff rates using the methods described.
Water Underground.
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.
POROSITY AND PERMEABILITY Review and Quiz
STABILITY ANALYSIS IN PRESENCE OF WATER Pore pressures Rainfall Steady state flow and transient flow.
Groundwater. Water on Earth Artesian and Non-flowing (pumping) Wells.
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
Properties of Aquifers
Groundwater. In the U.S. we use: 400 million gallons of water a day to drink 450 billion gallons of water a day in our homes, agriculture and industry.
Watershed Hydrology, a Hawaiian Prospective; Groundwater Ali Fares, PhD Evaluation of Natural Resource Management, NREM 600 UHM-CTAHR-NREM.
Week 2 Terminology + Hydraulics review. Terms Porosity Porosity Moisture content Moisture content Saturation Saturation Aquifer Aquifer Aquitard Aquitard.
GEOTECHNICAL PROPERTIES (CE1203)
Groundwater Hydraulics Daene C. McKinney
Geol 220: GROUNDWATER HYDROLOGY Co-Lecturers: Dave Goorahoo and Richard Soppe Lecture 1- Introduction to Hydrology Jan 28, 2002.
Hydrology Groundwater R. Hudson - VFR Research.
WATER IN SOILS.
Soil Water Reading: Applied Hydrology Sections 4.1 and 4.2 Topics
Lab 10 - Soil Water Movement Flow Model Experiment 1 –Red dye is added to the waste lagoon and to a well in the unconfined aquifer. –Green dye is added.
Groundwater - Surface Water Interaction and Contaminant Movement Teacher Workshop March 13, 2015 UNC-CH Amy Keyworth NCDENR Division of Water Resources.
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.
Groundwater Main topics: Location of groundwater
Chapter 17: Groundwater. Distribution of Fresh Water.
Water underground MS. COULTER. How water moves underground  Water underground trickles down between particles of soil and through cracks and spaces in.
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.
Surface Water Hydrology: Infiltration – Green and Ampt Method
CE 394K.2 Hydrology Infiltration Reading for Today: AH Sec 4.3 and 4.4 Reading for Thurs: AH Sec 5.1 to 5.5 Subsequent slides prepared by Venkatesh Merwade.
GROUND WATER CONTAMINATION. IMPORTANCE OF GROUND WATER Approximately 99 percent of all liquid fresh water is in underground aquifers At least a quarter.
Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration.
Water – Supply & Use. Groundwater –Vadose zone (formerly known as the unsaturated zone) –Zone of saturation or water table –Capillary fringe –In general,
PRINCIPLES OF GROUNDWATER FLOW. I.Introduction “Groundwater processes energy in several forms”
Darcy’s Law Philip B. Bedient Civil and Environmental Engineering Rice University.
CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.
Groundwater Supply Dr. Martin T. Auer Michigan Tech Department of Civil & Environmental Engineering.
Groundwater. 1. Zone of Aeration 2. Water table.
Groundwater Supply Dr. Martin T. Auer Michigan Tech Department of Civil & Environmental Engineering.
Groundwater Depletion.
Water Resources Assessment Main Resources – Surface water – Groundwater – Unconventional Tools – Flood routing/delineation models – Runoff models – GIS.
4.6 INTRODUCING ‘SWAM’ (SOIL WATER ACCOUNTING MODEL)
Soil Physics David Zumr room: b608 Lecture (and seminar) notes will be available: -
Groundwater movement Objective To be able to calculate the hydraulic conductivity of a sample given measurements from a permeameter To be able to evaluate.
Soil Water Balance Reading: Applied Hydrology Sections 4.3 and 4.4
Movement & Storage of Groundwater
THE MOUSE Left Click THE MOUSE Right Click.
Properties of Aquifers
Groundwater movement Objective
Groundwater Review Aquifers and Groundwater Porosity
Water in Soil Learning objectives
Coulter Water underground.
Infiltration and unsaturated flow (Mays p )
HYDROLOGY Lecture 6 GROUNDWATER 2
Water in Soil Learning objectives
Methods Used to Determine Hydraulic Conductivity
Infiltration and unsaturated flow (Mays p )
Water in Soil Learning objectives
Green and Ampt Infiltration
Test 1 Review Chapter 1, Hydrologic cycle and the water balance
Groundwater Hydrology
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
Groundwater Learning objectives
Relative volume of the ocean and Earth.
Groundwater vocabulary
Some Quiz Questions Unit: Subsurface Flow.
Unit: Water and the Atmosphere
Water Underground.
Philip B. Bedient Civil and Environmental Engineering Rice University
Presentation transcript:

The Wonderful World of Geology Drilling Soil identification Darcy’s Law Permeameter Porosity presented by Jacob Coleman, Kirk Miller, Kelly Barrett, Amanda Margraf Click left mouse button to advance presentation.

Soil ID There are 4 ways to classify different types of soil. –Moisture Content Moisture ranges from slightly moist to saturated –Grain size grain size ranges from silt to gravel –Sorting is either well sorted or poorly sorted –Color depends on the organic and mineral content of the soil

Drilling When drilling you will use the hand auger or a power auger for deeper soil study. Use the prescribed classification system to identify which zone of the soil you are in. –Unsaturated zone-slightly moist, moist, very moist. –Capillary Fringe-dripping wet –Saturated zone-located below water table

Underground water sampling

Darcy’s Law v=K/n(  h/  L) An equation for calculating the velocity of groundwater flow. v=K/n(  h/  L) K= Hydraulic conductivity n=porosity  h=change in head  L=change in length v=velocity

Permeameter A device used to calculate the Hydraulic conductivity of your soil sample. –Hydraulic conductivity is a measure of how easy water flows through soil. Return to presentation page