Test 1 Review Chapter 1, Hydrologic cycle and the water balance

Slides:



Advertisements
Similar presentations
Yhd Subsurface Hydrology
Advertisements

Groundwater Flow Equations
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.
STABILITY ANALYSIS IN PRESENCE OF WATER Pore pressures Rainfall Steady state flow and transient flow.
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
Tropical Cyclones, Water as a Resource. Tropical Cyclones Figure 5.40.
One estimate of global water distribution Volume (1000 km 3 ) Percent of Total Water Percent of Fresh Water Oceans, Seas, & Bays1,338, Ice caps,
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
Soil Water Reading: Applied Hydrology Sections 4.1 and 4.2 Topics
Unit 01 : Advanced Hydrogeology Review of Groundwater Flow Malcolm Reeves Civil and Geological Engineering.
Robert W. Christopherson Charlie Thomsen Chapter 9 Water Resources.
WASH Cluster – Emergency Training GWD GWD2 1 1 Groundwater Development and Drilling Session 2 Characteristics of Groundwater Systems.
Soil Properties and Soil Water Movement Environmental Hydrology Lecture 4.
Lecture Notes Applied Hydrogeology
Figure (p. 235) (a) Cross-section through an unsaturated porous medium; (b) Control volume for development of the continuity equation in an unsaturated.
Water Supply and Treatment. Average Precipitation.
Surface Water Hydrology: Infiltration – Green and Ampt Method
Lecture 15 Soil Water (2) Soil Water Movement (1) Concept of Hydraulic Head Soil moisture Characteristics Darcy’s Law Infiltration.
1 GROUNDWATER HYDROLOGY AND CONTAMINANT TRANSPORT CEVE 518 P.C. de Blanc C.J. Newell 1.Hydrologic Cycle and Water Distribution 2.Soil Horizons 3.Aquifers.
Lecture 19 Ground Water (2) Ground water storage Porosity Water retention and yield Storage change.
Lecture 20 Ground Water (3) Ground water movement
Chapter 9 Water Resources Geosystems 5e An Introduction to Physical Geography Robert W. Christopherson Charlie Thomsen.
CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.
CE 3354 Engineering Hydrology
Groundwater Flow Equations Groundwater Hydraulics Daene C. McKinney.
Water Resources Assessment Main Resources – Surface water – Groundwater – Unconventional Tools – Flood routing/delineation models – Runoff models – GIS.
CE 3354 Engineering Hydrology Lecture 2: Surface and Groundwater Hydrologic Systems.
A.Done Already B.Confident C.Could read text and figure out D.Unsure – need help E.Clueless how to start.
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
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
Midterm Review.
Recap Lecture 1 Lecture 2 Volume/Mass balance (by GSL example)
Groundwater Learning objectives
Infiltration and unsaturated flow (Mays p )
Lecture 19 Ground Water (2)
Lecture 20 Ground Water (3) Ground water movement
Water in Soil Learning objectives
Infiltration and unsaturated flow
Aquifers and Groundwater flow
Infiltration and unsaturated flow (Mays p )
Example Estimate the average drawdown over an area where 25 million m3 of water has been pumped through a number of uniformly distributed wells.
Water in Soil Learning objectives
Chapter 6 Water Resources
Steady flow in a confined aquifer
The Global & Local Storage and Flow of Water
Infiltration and unsaturated flow
GROUNDWATER.
Confined aquifer storage
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
Aquifer Anisotropy and general flow equations
Determining Hydraulic Conductivity
Groundwater Learning objectives
Groundwater vocabulary
Anisotropy – Key ideas Effective conductivity that represents aggregate effect of flow through a layered system Effective conductivity is different parallel.
Determine the storage coefficient
Determine the storage coefficient
Water Table: is the level at which the groundwater pressure is equal to atmospheric pressure. Aquitard: is a zone within the earth that restricts.
Water Table: is the level at which the groundwater pressure is equal to atmospheric pressure. Aquitard: is a zone within the earth that restricts.
Philip B. Bedient Civil and Environmental Engineering Rice University
Groundwater Flow Example
Water Resources Current Weather Finish Weather
Presentation transcript:

Test 1 Review Chapter 1, Hydrologic cycle and the water balance Basic quantification of hydrologic process such as Precipitation Streamflow Volume and area relationships Work example 4.2.1 and 4.2.2

Groundwater Learning objectives Be able to quantify the properties of water held in and flowing through the subsurface (soil and rock). The properties of interest include porosity, moisture content, pressure, suction, hydraulic conductivity Mays Chapter 2

Figure 21. Cross section through an unsaturated porous medium (from Chow et al. 1988)

Macroscopic and microscopic concepts of a porous medium Macroscopic and microscopic concepts of a porous medium. (from Freeze and Cherry, 1979)

Storage Coefficient for (a) confined and (b) unconfined aquifers From Mays, 2011, Ground and Surface Water Hydrology

Tensiometer for measuring water tension From Mays, 2011, Ground and Surface Water Hydrology

Constant Head Permeameter 𝑄=−𝐾𝐴 𝑑ℎ 𝑑𝑙 𝐾= 𝑉𝐿 𝐴𝑡ℎ From Mays, 2011, Ground and Surface Water Hydrology

Variation of soil suction head, ||, and hydraulic conductivity, K, with moisture content. (from Chow et al, 1988)

Equations to representing soil water characteristic functions

Anisotropy 𝐾 𝑥 = 𝐾 1 𝑧 1 + 𝐾 2 𝑧 2 + 𝐾 3 𝑧 3 𝑧 1 + 𝑧 2 + 𝑧 3 10 m 𝐾 𝑥 = 𝐾 1 𝑧 1 + 𝐾 2 𝑧 2 + 𝐾 3 𝑧 3 𝑧 1 + 𝑧 2 + 𝑧 3 10 m K=11.6 m/day 𝐾 𝑧 = 𝑧 1 + 𝑧 2 + 𝑧 3 𝑧 1 𝐾 1 + 𝑧 2 𝐾 2 + 𝑧 3 𝐾 3 4.4 m K=4.5 m/day 6.2 m K=2.2 m/day

Unconfined aquifer between two rivers 𝑞=−𝐾ℎ 𝜕ℎ 𝜕𝑥 =−𝐾 𝑑 𝑑𝑥 ℎ 2 2 𝑑𝑞 𝑑𝑥 =𝑊 𝑑 2 𝑑 𝑥 2 ℎ 2 2 =− 𝑊 𝐾 𝑞+ 𝑑𝑞 𝑑𝑥 𝑑𝑥 𝑞 𝑊𝑑𝑥 ℎ 2 = ℎ 1 2 − ℎ 1 2 − ℎ 2 2 𝑥 𝐿 + 𝑊 𝐾 (𝐿−𝑥)𝑥 From Mays, 2011, Ground and Surface Water Hydrology

Radial flow to a confined aquifer 𝑄=2𝜋𝐾𝑏 ℎ− ℎ 𝑤 ln⁡(𝑟/ 𝑟 𝑤 ) ℎ− ℎ 𝑤 = 𝑄 ln 𝑟/ 𝑟 𝑤 2𝜋𝐾𝑏 Work example 4.2.1 and 4.2.2 From Mays, 2011, Ground and Surface Water Hydrology

Radial Flow to an Unconfined Aquifer 𝑄= 𝜋𝐾 ℎ 2 2 − ℎ 1 2 ln 𝑟 2 / 𝑟 1 Work example 4.2.3 From Mays, 2011, Ground and Surface Water Hydrology

From Mays, 2011, Ground and Surface Water Hydrology

From Mays, 2011, Ground and Surface Water Hydrology

From Mays, 2011, Ground and Surface Water Hydrology