THESIS
2013
xxi, 233 pages : illustrations (some color) ; 30 cm
Abstract
Extensive experimental investigations have been carried out to research the behavior of non-buoyant
and buoyant jets released into a stagnant or moving ambient flow. The experimental
data can be used to verify the theoretical mathematical model based on the physical conservation
laws, which can be employed in the design of engineering structures built for wastewater
disposal through an ocean fall system. However, there is still limited experimental data for non-buoyant
jets released into a moving ambient flow that are discharged at oblique initial angles to
the ambient fluid, hence the confidence in the predictions of the mathematical model under these
specific circumstances is limited.
As the core objective of the current study, an experimental investigation is conducted into t...[
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Extensive experimental investigations have been carried out to research the behavior of non-buoyant
and buoyant jets released into a stagnant or moving ambient flow. The experimental
data can be used to verify the theoretical mathematical model based on the physical conservation
laws, which can be employed in the design of engineering structures built for wastewater
disposal through an ocean fall system. However, there is still limited experimental data for non-buoyant
jets released into a moving ambient flow that are discharged at oblique initial angles to
the ambient fluid, hence the confidence in the predictions of the mathematical model under these
specific circumstances is limited.
As the core objective of the current study, an experimental investigation is conducted into the
mean behavior of the non-buoyant jet with oblique initial discharge angles to the ambient flow,
and the relationship of the mean behavior with the initial discharge angle. The jet flow behavior
performs differently in the different flow regions, as the jet flow is either weakly or strongly
advected by the ambient flow. In addition, it is necessary to investigate the transition location
between the weakly and strongly advected regions.
A light attenuation technique is applied for the investigation of non-buoyant jets into a moving
ambient flow, mainly because it enables the behavior of the jet flow with two-dimensional
trajectory to be obtained with relatively simplicity. The technique only provides the integrated
views of the jet flow. The integrated concentration data field is interpreted by assuming the mean
cross-sectional concentration distributions, which is either the single-Gaussian in the weakly
advected flow region or double-Gaussian (two merged stretched Gaussians) in the strongly
advected flow region. Experiments are carried out with initial discharge angles from 10° to 90°
and the experimental results show that the cross-sectional concentration structure in the strongly
advected region gradually changes from the weak jet to momentum puff, characterized by
increasing parameters involved in the double Gaussians assumptions. The spread in the weakly and strong advected regions varies linearly with the vertical distance away from the source for all
initial discharge angles. The experimental data is used to obtain new spread coefficients as a
function of the discharge angle, determine the shape parameters involved in the double Gaussian
assumption, and find out the location of the transition region, described by the start and end point
of transition region ( STR and ETR ).
A previous numerical model, the Momentum Model, is updated to assist in the prediction of the
flow behavior of non-buoyant jet with oblique initial discharge angles to the ambient fluid.
Unlike the previous Momentum Model, the determination of the theoretical point of transition
from the weakly to the strongly advected flow region, denoted as PTR , is based on the optimal
experimental spread data fitting results rather than the relative magnitudes of the initial excess
momentum flux and the ambient momentum flux. The experimental results indicate that the
value of PTR in terms of the non-dimensional vertical distance, increases up to 45° and then
decreases with increasing the initial discharge angle. Another significant difference between the
newly updated and the original Momentum Model, is the modification used to deal with the
transition angle. The current study applies the general double-Gaussian assumption and new
experimentally determined spread function to simulate the jet flow behavior in the strongly
advected region so that the complexity of the transition angle problem in the original Momentum
Model can be avoided.
Finally, predictions from the updated Momentum Model (trajectory and dilution results) are
compared with data from the current and previous experimental investigations. It shows that the
new predictions are consistent with the experimental data for a wide variety of the non-buoyant
jet configurations with different initial discharge angle to the ambient flow. However, the
updated Momentum Model still lacks reasonable predictions for the transition behavior, which is
mainly because the cross-sectional concentration structure and spread behavior in the transition
region are not modeled separately in the Momentum Model.
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