Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration.

Slides:



Advertisements
Similar presentations
SOIL WATER GES175, Science of Soils. Water Movement - Surface water moves due to gravitational force Does water always flow downward? 3.2.
Advertisements

Yhd Subsurface Hydrology
Lab 9 - Soil Water Bulk Density BD = Mass Soil / Volume Soil Porosity PS = Volume Voids / Volume Soil = 1 - BD / PD Water Content (theta): –Volumetric.
Infiltration and unsaturated flow Learning objective Be able to calculate infiltration, infiltration capacity and runoff rates using the methods described.
Conductivity Testing of Unsaturated Soils A Presentation to the Case Western Reserve University May 6, 2004 By Andrew G. Heydinger Department of Civil.
Flow through Soils (ch7)
z = -50 cm, ψ = -100 cm, h = z + ψ = -50cm cm = -150 cm Which direction will water flow? 25 cm define z = 0 at soil surface h = z + ψ = cm.
Soils & Hydrology ( Part II)
figure. If the air pressure above the liquid is 1
Water Movement in Soil and Rocks. Two Principles to Remember:
Subsurface Air Flow Air is a fluid (but not a liquid) that behaves similarly to water We see pressure changes in the subsurface due to barometric pressure.
Soil Physics 2010 Outline Announcements Where were we? Archimedes Water retention curve.
Fluid Statics.
Groundwater 40x larger than lakes+rivers
Watershed Hydrology, a Hawaiian Prospective; Groundwater Ali Fares, PhD Evaluation of Natural Resource Management, NREM 600 UHM-CTAHR-NREM.
Unit 3 - FLUID MECHANICS.
Water in Soil. The basis of irrigation Soil Plant Evapotranspiration Plant requirements.
Groundwater Hydraulics Daene C. McKinney
Geol 220: GROUNDWATER HYDROLOGY Co-Lecturers: Dave Goorahoo and Richard Soppe Lecture 1- Introduction to Hydrology Jan 28, 2002.
Soil physics Magnus Persson. Surface tension   2·R·cos  R 2·r P1P1 P2P2 z Due to surface tension water can be held at negative pressure in capillary.
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.
Soil Physics 2010 Outline Announcements Where were we? More saturated flow.
Chapter 9 Soil Water. Global Water Budget Volumes in 10 3 km 3 - Flows in 10 3 km 3 /yr.
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.
Pressure; Pascal’s Principle
Soil water flow and Darcy’s Law. Laminar flow in a tube Poiseuille’s Law, ~1840: where: Q = volume of flow per unit time (m 3 s -1 ) r = radius of the.
Peter Dahlhaus SCGEO 2106 Week 4. PrecipitationEvapotranspirationPond Storage Overland FlowThroughfall InterceptionInterception StorageInfiltrationSoil.
Soil Properties and Soil Water Movement Environmental Hydrology Lecture 4.
CE 394K.2 Hydrology Infiltration Reading AH Sec 5.1 to 5.5 Some of the subsequent slides were prepared by Venkatesh Merwade.
Lecture Notes Applied Hydrogeology
Soil Water Movement and Retention. Medium for plant growth Regulator of water supplies Recycler of raw materials Habitat for soil organisms Engineering.
1 Ground Water Basics Porosity Head Hydraulic Conductivity Transmissivity.
Soil Water Tension Department of Agricultural and Biological Engineering University of Illinois at Urbana-Champaign.
Soil water.
Subsurface Water unit volume of subsurface consists of soil/rock, and pores which may be filled with water and/or air total porosity= volume voids/total.
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.
Variably Saturated Flow and Transport: Sorbing Solute.
Water – Supply & Use. Groundwater –Vadose zone (formerly known as the unsaturated zone) –Zone of saturation or water table –Capillary fringe –In general,
Characterization of Soil Moisture Status and the Movement of Water in Soils.
Lecture 14 Soil Water (1) Soil Properties Basic Soil Properties Soil Water Storage Soil Water Forces (Potential)
Soil Water Processes:Chapter 3 Learn how soil properties influence runoff, infiltration and plant growth. Learn how soil properties influence runoff, infiltration.
ATM 301 Lecture #7 (sections ) Soil Water Movements – Darcy’s Law and Richards Equation.
Homework I will be ed It is also posted on the website.
Lecture 20 Ground Water (3) Ground water movement
CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.
SI and English Units SI: - Mass = kilogram - Length = meter
6. Drainage basins and runoff mechanisms Drainage basins Drainage basins The vegetation factor The vegetation factor Sources of runoff Sources of runoff.
Groundwater movement Objective To be able to calculate the hydraulic conductivity of a sample given measurements from a permeameter To be able to evaluate.
Pressure and Fluids.  A gas sample is confined in a chamber with a piston. A small load is put on the piston. If the total weight of piston and load.
Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS.
Soil Water Balance Reading: Applied Hydrology Sections 4.3 and 4.4
Radial Flow to an Unconfined Aquifer From Mays, 2011, Ground and Surface Water Hydrology.
Water in Soil Learning objectives
Darcy’s Law and Richards Equation
Lecture 14 Soil Water (1) Soil Properties Basic Soil Properties
Infiltration and unsaturated flow (Mays p )
Infiltration and unsaturated flow
Lecture 20 Ground Water (3) Ground water movement
Water in Soil Learning objectives
Infiltration and unsaturated flow
Methods Used to Determine Hydraulic Conductivity
Infiltration and unsaturated flow (Mays p )
Water in Soil Learning objectives
Test 1 Review Chapter 1, Hydrologic cycle and the water balance
Applied Hydrology Infiltration
Aquifer Anisotropy and general flow equations
GES175, Science of Soils SOIL WATER.
Groundwater Learning objectives
Groundwater vocabulary
Watershed Management--7
Presentation transcript:

Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration

Hydraulic Head Pressure: Force per unit area, e.g., (kg m/s 2 )/m 2 = kg/(ms 2 ) For water with density of 1000 kg/m 3 under the gravity of about 10 m/s 2, 1 m of water in height will create a pressure of the magnitude: 1000 kg/m 3  10 m/s 2 =10,000 Pascal = 100 mb=0.1 bar. Therefore, 10 m of water in height is equivalent of 1 bar, i.e., one atmospheric pressure. Because liquid water density does not vary and gravity can be taken as a constant, the pressure can be converted to water column height, which is often called hydraulic head.

Retention Curve Describes the suction required to extract water from soil at various soil water contents. Figure 6.2, WR Soil Moisture Characteristics Atm. pressure Wilting point ~15 bar or 15,000 cm)

Hysteresis Difference in the retention curve between wetting and drying processes in the soil. Figure 6.3, WR Soil Moisture Characteristics

Soil Water Movement Darcy’s Law: Where ν is the macroscopic velocity of water, K(  ) is the hydraulic conductivity (which, in the unsaturated conditions, varies with the water content (θ)  h/  l is the hydraulic gradient comprising the change in hydraulic head ( h) with a distance along the direction of flow ( l ).

Hydraulic Conductivity Hydraulic conductivity: the speed of macroscopic water movement in the soil, usually in units: cm/h. It depends on the porosity and pore size distribution. Figure 6.9, WR Soil Water Movement