u' I ihlp i~ . in am. m 1w 5
; at do the experiments in A, B, and C have in common?
nu, l i . EAL i \_ AZ (-
A, 'm- . I 334 u i .-
xi .\0 Q5 0." A . x 4)x it u
._ ' 7 Kt, ' i '
ompare the experimental_ setup in Bow-ith the setup in C.
Determination of suitable financial
contributions as offsets within the
G. Dutson, L. Bennun, M. Maron, J. Brodie, M. Bos, J. Waterhouse
Citation: Dutson, G., Bennun, L., Maron, M., Brodie, J., Bos, M., Waterhouse, J. (2015) Deter
Green Infrastructure is a concept originating in the U
nited States in the mid-1990s that highlights the impo
rtance of the natural environment in decisions about
There is an emphasis on t
CHEE2010 Tutorial 5 Submission
Single way ANOVA - by Excel
H0: the performance (average) in the three months is the same.
HA: the performance (average) in the three months is not the same.
CHEE2010 Tutorial 6 Submission
Flow and Power Consumption
(a) Regression output for Pump station 2
Tropical rainforest is a type of terrestrial ecosystem covering 5-7% of the Earths land surface  that consist of dense and broad-leaved
trees usually existing in wet tropical uplands and lowlands aro
Scale of benefits vs. scale of threats
Dense root structures trap sediments and prevent erosion. The same roots also
serve to attenuate waves, reducing their energy as they impact the shore. The
dense above ground shrubbery
Lecture 8: Propagation
Investigation and Statistical
CHEE2010 - Engineering Investigation & Statistical Analysis
of I/O systems (again)
Propagation of uncertainty principles
Economic Value of Green Infrastructure
24 June 2015
Valuing Green Infrastructure
About Adrian Volders
An Environmental Economist?
The Great Barrier Reef ( A Case Study of the Failure of
Traditional Economic Investment)
a) Water usage
Shower & bath, clothes washer, tpas and toilet all used more than 50 L/d
Highest variability in water and use was in shower (probably due to variation in shower
length and frequency) and clothes washer (probably because only used certain da
University of Misan
Fluid mechanics laboratory
Assist. Prof. Dr. Ahmed Kadhim Alshara
This manual deals with experiments of fluid mechanics science, which studying in the
engineering colleges in the engineering bran
1. BOD test modeling problem I
If the BOD of a municipal wastewater at the end of 7 days is 60.0 mg/L and the
ultimate BOD is 85.0 mg/L, what is the rate constant?
Given: 7 day BOD = 60.0; L = 85.0 mg/L.
Pipe Flow Problems-III
A centrifugal pump has a 100 mm diameter suction pipe and a 75 mm diameter delivery
pipe. When discharging 15 l/s of water, the inlet water mercury manometer with one
limb exposed to the atmosphere recorded a vacuum deflec