ENCN499-17S2 (C) Semester Two 2017

Special Topic: Hydraulics & Quality of Groundwater

15 points

Details:
Start Date: Monday, 17 July 2017
End Date: Sunday, 19 November 2017
Withdrawal Dates
Last Day to withdraw from this course:
  • Without financial penalty (full fee refund): Friday, 28 July 2017
  • Without academic penalty (including no fee refund): Friday, 13 October 2017

Description

Special Topic: Hydraulics & Quality of Groundwater

Groundwater is a massive but somewhat mysterious resource that may constitute the greater part of the planets fresh water resource. In NZ it accounts for about 30% of fresh water use, while Christchurch itself is supplied entirely by groundwater from its underlying system of artesian aquifers. Compared to surface water groundwater is a mysterious resource with uncertainties that are uncomfortably large. It is also a delicate resource, and once contaminated stays contaminated, containment being usually the only option.

The aim of this course is to give you a sound appreciation of the mechanisms of groundwater movement, and understanding of contaminant hydrogeology and the underlying chemistry. The breakdown of the course will be roughly 2/3:1/3 hydraulics/quality. The first part of the course will build on Basic Fluid Mechanics ENCN342, in that we will emphasise the underlying physical mechanisms and essential mathematics. This course will focus less on formulae for assessment, and more on the processes and uncertainties. The course will introduce novel aspects such as:

a. Uncertainty quantification. Usually our knowledge of aquifer dynamics comes from fitting
often too-simple models of 2-dimensional groundwater flow (e.g., like those based on heat
equations or Darcys Law) to aquifer test data. Uncertainty quantification is about quantifying
uncertainties in model fits, we will Monte Carlo Methods to quantify uncertainties, and
explore what this means for model predictions. The lessons here are generic: whenever we
want to interpret data using a mathematical model, quantifying the uncertainties (and hence
assessing the reliability of model predictions) is a fundamental task.

b. Numerical hydraulic modelling from the ground up. In engineering practice the numerical
modelling of groundwater phenomena is done using black box packages using either the finite
difference method or the finite element method. In this course we will take a ground-up
approach and use Matab to solve a simple groundwater flow model using the finite difference
method since it is the most straightforward approach (although we will use a formulation
which makes it easy to move onto the finite element method). This is a generic skill for
anyone interested in numerical modelling (e.g. structural models, seismic wave propagation,
contaminant transport).

c. Poroelasticity and seismic waves in aquifers. Poroelasticity refers to the complex interactions
between fluid (groundwater) and solid (aquifer matrix); as encountered in geotechnical
engineering and the effective stress/pore water pressure concept of Terzaghi, for example.
Usually fluid motion is separated from the solid matrix, whereas an aquifer constitutes a dynamic
coupled system. We will explore poroelastic phenomena and derive the poroelastic
wave equation, and look at simple solutions.

d. Contaminant transport and retardation processes. Hydraulic models can be coupled with
geochemical models to predict contaminant mobility in the groundwater system. Contaminant
transport (how far and how fast contaminant can move in a groundwater system) depends on
the chemical nature of the contaminant as well as the characteristics of the host rock and the
aquifer itself. We will explore the processes that bind and release contaminants in aquifers,
and how they are modelled.

e. The relationship between groundwater and spring flow. Where the water table intersects
the ground surface, we can either get springs recharging spring-fed streams and rivers, or
alternatively recharge of groundwaters from the surface water system. We will investigate the
relationship between Mid-Canterbury aquifers and the coastal spring fed streams, including
those of urban Christchurch.

f. Salinity intrusion into coastal groundwaters. Salinity intrusion into a freshwater aquifer
near the coast commonly causes loss of useful water yield from a well. We will explore the
nature of the subsurface seawater/freshwater interface, and how this affected by groundwater
extraction.

Learning Outcomes

At the conclusion of this course you should be able to:

(1) Understand the nature of groundwater flow.
(2) Know and be able to use the basic models of groundwater flow.
(3) Understand the fundamentals of inverse problems for models of groundwater phenomena and
be able to use least squares and Bayesian techniques for uncertainty quantification
(4) Understand the basics of numerical groundwater modelling, and be able to formulate solutions
using the finite difference method.
(5) Understand and use poroelastic concepts and be able to analyse the nature of of seismic wave
propagation in aquifers
(6) Understand the fundamentals of salt water intrusion.
(7) Understand how modelling is used to evaluate the impact of contaminants on groundwater
and spring quality.
(8) Use a geochemical model to predict contaminant behaviour. Evaluate the effectiveness of
remediation options for groundwater quality.
(9) Evaluate the effectiveness of remediation options for groundwater quality.

Prerequisites

Subject to approval of the Director of Studies

Course Coordinator

For further information see Civil and Natural Resources Engineering Head of Department

Assessment

Assessment Due Date Percentage 
Assignments (x4) 16%
final exam 40%
Lab 4%
Mid term test 40%


(1) You cannot pass this course unless you achieve a mark of at least 40% in each of the midsemester
test and the final exam. A student who narrowly fails to achieve 40% in either the test or exam, but who performs very well in the other, may be eligible for a pass in the course.

(2) All assignments must be submitted by the due date. Late submissions will not be accepted. If
a student is unable to complete and submit an assignment by the deadline due to personal circumstances beyond their control they should apply for an aegrotat through the usual channels.

(3) Students in this course can apply for aegrotat consideration provided they have sat the midterm
test, the final exam or both.

(4) All assignments can be done individually or in pairs. If done in pairs a single submission
for marking is required and both students receive the same mark. It is important that both
students play an equal role in completing the assessment as the internal assessment is designed
to prepare you for the formal assessments.

Notes

You should have passed the basic maths/programming/stats duo ENCN304/305 and Basic Fluid Mechanics ENCN342. There will be some Matlab programming tasks, and while this course is very far
from being a maths course, you will enjoy it more if you appreciated fluid mechanics.

Indicative Fees

Domestic fee $919.00

International fee $5,000.00

* All fees are inclusive of NZ GST or any equivalent overseas tax, and do not include any programme level discount or additional course-related expenses.

For further information see Civil and Natural Resources Engineering .

All ENCN499 Occurrences

  • ENCN499-17S2 (C) Semester Two 2017