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Site Engineering: Assignment 1 C5306

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JABATAN KEJURUTERAAN AWAM

Site Engineering
ASSIGNMENT 1
C5306
PIEZOMETER
OBJECTIVE
To measure the hydraulic head of
groundwater in aquifers
To measure the pressure of a fluid
at a specific location in a column.
INTRODUCTION
a small-diameter observation well used to
measure the hydraulic head of groundwater
in aquifers.
also be a standpipe, tube, vibrating wire
piezometer or manometer
Piezometer should ideally have a very short
screen and filter zone, so that they can
represent the hydraulic head at a point in the
aquifer.
Definition

Piezometers are generally 2 inch


(5.08 cm) plastic (PVC) wells which are
used to calculate ground water flow
directions and to sample water quality
at different depths of an aquifer.
APPLICATIONS OF PIEZOMETER
Monitoring pore water pressures to
determine safe rates of fill or excavation.
Monitoring pore water pressures to evaluate
slope stability.
Monitoring dewatering systems used for
excavations.
Monitoring ground improvement systems,
such as vertical drains and sand drains.
Monitoring pore pressures to check the
performance of earthfill dams and
embankments.
Monitoring pore pressures to check
containment systems at landfills and tailings
dams.
TYPES OF PIEZOMETERS
Standpipe Pneumatic
Piezometers Piezometers
Multi-Level VW Vented Vibrating
Piezometers Wire Pressure
Transducer
Titanium
Pressure
Transducer
Types Of Vibrating Wire Piezometers
 Standard Borehole Multi-Level
Piezometer Piezometer
Heavy-Duty
Push-In PIezometer
Piezometer
Low-Pressure Vented Pressure
Piezometer Transducer
Installing Piezometers
To install a piezometer:
It eliminates the conventional sand filter
and bentonite seal.
The piezometer is lowered into the
borehole, sometimes tied to a grout pipe,
and the entire borehole is backfilled with a
non-shinking, low permeability grout.
CONCLUSION
Piezometer is a important test to measured
the hydraulic head of ground water in a
aquifer
This can provide an early observation about
ground water level
The objective of the test is to avoid collapse
soil and movement of soil.

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