Pumping Station Desing - Second Edition by Robert L. Sanks, George Tchobahoglous, Garr M. Jones
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xxx Locator for Equations, Figures, and Tables
Preface
to the
Second
Edition
The
reception
of the first
edition
of
this work
by the
engineering profession
has
indeed been
gratifying.
It
seems
to
have become
the
standard reference
for
pumping
station designers,
and
many have said
it is
the
only reference they constantly use.
In
1989,
it
received
the
"Excellence"
award
from
the
Profes-
sional
and
Scholarly Publishing Division
of the
Asso-
ciation
of
American Publishers. Each year
a
single
engineering book
is
awarded this signal
honor
—
a
sort
of
Pulitzer
Prize
for
engineering.
Matching
that high standard with this second edi-
tion
has
been
a
challenge. Fortunately, most
of the co-
editors
of the first
edition again gave generously
of
their
time, knowledge,
and
experience. Timothy Thor
took
the
previous draftsman's place with equal art-
istry.
Several experienced
and
competent authors
and
contributors joined
the
group
to fill the
omissions
in
the
first
edition.
The
absence
of
Mary
Sanks
to
type
and
polish
the
manuscript
left
a gap
that slowed
the
work
and
increased
its
difficulty.
This second edition
is an
improvement over
the
pre-
vious
one in two
major
ways. First, every chapter
has
been examined
and
revised
in
some degree
to
reflect
the
best modern practice. Some changes
are
subtle
—
a
word
here
and
there,
but
many chapters were exten-
sively
rewritten. Second,
a
number
of
subjects,
missing
in
the first
edition, have been added. These include:
(1)
interviews
with operators
and
supervisors
of 15
utili-
ties
(that together manage 2700 pumping stations)
to
discover
how to
make operation better
and
mainte-
nance
easier
and
less expensive;
(2)
guidelines
for
troubleshooting existing vibration problems;
(3) a
straightforward
explanation
of how to
avoid vibration
problems
in new
stations;
(4)
objective, site-specific
considerations
in
recommending whether large sub-
mersible pumps should
be
located
in wet
wells
or dry
pits;
(5)
directions
for
easily removing large submers-
ible pumps
from
wet
wells;
(6) a
comparison
of
life-
cycle costs
of
constant-speed
and
variable-speed
pumping
stations;
and (7)
advice
to
utilities
on how to
choose
a
consulting engineering
firm.
The
eighth
difference
between
the two
editions
is
the
addition
of
guidelines
and
worked examples
for the
design
of
modern pump intake basins
for
small
to
large
pumping
stations
—
especially
self-cleaning basins
for
wastewater.
In the first
edition,
wet
wells
for
solids-
bearing waters were limited
to the few
examples
of
Seattle
Metro
—
now
King County (Washington)
Department
of
Metropolitan
Services
—
pumping
sta-
tions presented
in
Chapter
17.
Other literature con-
tained little
of
significance about this important
subject,
so a
four-year
period
of
development
and
research
was
immediately begun
to
improve
the
self-
cleaning properties
of the
trench-type
wet
well
and to
develop guidelines
for
design.
As a
result,
the
self-
cleaning properties were enhanced manyfold
(as
much
as
50 or
more),
and the
trench-type
wet
well, previ-
ously
limited
to
variable-speed pumping,
was
adapted
to
constant-speed
pumping
—
essentially
made
possible
by
the use of the
sloping approach pipe described
in
Chapter
12.
The
inclusion
of the
results
of
this research
and
development
is the
most important improvement
in
the
second edition.
Although
the
research
was
begun
for the
express
purpose
of
improving this book,
it was
partly respon-
sible
for the
appointment
of the
Committee
on
Pump
Intake Design
by the
Hydraulic Institute. Following
nearly three years
of
work
by the
committee,
the
stan-
dards
for wet
well design were extensively revised,
and,
at
this writing,
the
draft
is
being circulated
for
public
review
as a
step leading
to
approval
by the
American National Standards Institute.
The
trench-
type
wet
well
is
included
in the
proposed
new
stan-
dards
for
both solids-bearing
and
clean waters. Other
types
are
also allowed
if
provisions
are
made
for
cleaning those
for
solids
-bearing
waters.
The new
proposed standards
are in
consonance with
the
pre-
sentations
in
Chapters
12, 17, 26, and 29. The
research has,
furthermore,
led to the
construction
of
several
successful
trench-type
wet
wells,
and
more
are
being planned
or
constructed.
Acknowledgments
The
co-editors, authors,
and
contributors have gener-
ously
donated their time
and
effort
to
this second edi-
tion
pro
bono.
All
deserve
the
utmost appreciation
from
every reader.
It
seems
unfair
to
single
out
spe-
cific
contributions,
but
several have been extraordi-
nary.
They
and
their authors include:
the
concepts that
make
the
trench-type pump sump adaptable
to
con-
stant-speed
pumping
—
Garr
Jones;
the
hydraulics
of
sloping approach
pipes
—
William
Wheeler;
the
practi-
cal
discourse added
to
vibrations
—
William
Marscher;
the
survey
of
opinions held
by
operators
of
Seattle
Metro pumping
stations
—
Gary
Isaac;
the
report
on
modern trends
in the
operation
of
2700
pumping sta-
tions
—
B.
E.
Bosserman;
and the
comparative cost
analyses
of
constant-
speed
and
variable-speed pump-
ing
—
Stefan
Abelin
and
Marc
Pritchard.
The
presentation
of
trench-type sumps
is
based
on
surveys
of
many existing pumping stations
and on
research carried
out by
model studies
at
ENSR Labo-
ratory (Redmond,
WA)
under
the
direction
of
Charles
Sweeney
and at
Montana State University (Bozeman,
MT) by
Robert
Sanks
and by
studies
of a
full-sized
sump
at
Fairbanks Morse Corp. built
by
Virgil Beaty
and
tested
by
Beaty, Jones,
and
Sanks. Funds
for the
work
were provided
by a
grant
from
the
U.S.
Environ-
The
co-editors join
me in
hoping that
you find the
second edition even more
useful
than
the first.
Sug-
gestions
for
further
improvements (other topics, elimi-
nation
of
errors, etc.)
to
make
future
printings
or
editions ever more valuable
are
welcome.
mental Protection Agency augmented
by
funds
from
Fairbanks Morse Pump Corp. (Kansas City, KS),
The
Gorman-Rupp
Co.
(Mansfield,
OH),
ITT
Flygt
AB
(Solna,
Sweden),
and the
Department
of
Civil Engi-
neering
and the
Foundation
of
Montana State Univer-
sity
(Bozeman, MT). Seattle Metro (now King
County,
Washington, Department
of
Metropolitan
Services),
the
City
of
Steilacoom,
the
Town
of
Black
Diamond (WA),
G. A.
Dodson
&
Associates (CA),
and
ITT
Flygt
AB
(Sweden) arranged
for
investigative sur-
veys
of
self-cleaning pumping stations.
Calculations
in
Chapter
12
were checked
by Ned
Paschke.
All
editors read, corrected,
and finally
approved every change made
for the
second edition.
Hope Steele edited
the
manuscript. Brian Smith
of
Argosy
was the
manager
for the
conversion
of
manu-
script into page proof.
The
staff
of
Butterworth-
Heinemann
was
both encouraging
and
patient.
Thank
you
all.
Robert
L.
Sanks
Bozeman,
Montana
January
1998
Preface
to the
First
Edition
This book, Pumping Station Design,
is
unique
in the
following
ways.
It was
written
by
consultants
for
consultants
so as to be of the
greatest practical
use
for
designers. Each author
is an
expert whose writing
is
based mostly
on
personal experience. Little
of it
was
obtained
from,
or
based
on, the
existing litera-
ture.
To
make
the
book more usable
and
understand-
able, over
370
illustrations
are
included together with
59
design examples. Most design examples
and all
formulas
are
given
in
both
SI and
U.S. customary
units.
The
book
is
complete enough
for the
novice
and
advanced enough
to be
useful
to
experienced
designers
and to
those
who
direct
or may be
associ-
ated
with design (such
as
utility managers, city engi-
neers,
or
equipment suppliers).
It is the
only text
available that deals comprehensively with
the
entire
subject
of how to
design pumping stations. Finally,
the
book
is
unique
in the
number
and
expertise
of its
authors
and
contributors
and in the
meticulous care
exercised during
the
seven years
of its
preparation
(as
described
in the
following paragraphs)
to
make
it as
easy
to
read
as
possible.
The first
eleven chapters contain
the
fundamentals
essential
for
effective
design
and
include hydraulics,
piping, water hammer, electricity,
and
theory
and
descriptions
of
pumps.
The
middle third
is
devoted
to
system
design, including pump
and
driver
selection
and
general piping layouts
for
water, wastewater,
and
sludge pumping.
The
last
ten
chapters
contain
sup-
porting disciplines
and
subjects such
as
instrumenta-
tion
and
design, heating
and
ventilating, noise
and
vibration,
comparisons
of
types
of
pumping stations
and
pumps, blunder avoidance, contract documents,
detailing,
and
cost analyses.
The
appendices contain
useful
physical data, lists
of
codes
and
specifications,
design checks, start-up checks,
and
addresses
of all
publishers
given
in the
references.
The
tables
of flow
and
headloss
in
pipes
are
compiled
in a
useful
form
not
heretofore published.
All of the
work
is
exten-
sively cross-referenced.
Perhaps never before
has
such
a
large, talented
group
of
professionals been gathered
to
produce
a
book.
The 132
expert contributors
to
this text provide
broad
and
encompassing viewpoints gained
from
an
aggregate
of 20
centuries
of
practical experience.
Each author
was
selected
on the
basis
of
specialized
knowledge, past performance, experience,
and
com-
mitment
to the
profession. Each produced
one or
more
chapters
(or
parts thereof) based
on
detailed outlines
suggested
by the
editorial board
and
improved
by
author
and
board
as the
rest
of the
book
was
devel-
oped.
The
other contributors, also selected
on the
basis
of
experience
and
competence, helped
in the
peer reviews
and by
supplying information.
Typically,
I
rewrote
(or at
least heavily edited) each
chapter
to
conform
to a
uniform
style
and
then sent
it
to
from
three
to
seven peer reviewers whose collected
comments would
be
rephrased
and
given
to the
author
with
my own
comments added. Following
the
author's
reply,
a
second rough
draft
would
be
prepared
and
sent
to
author
and
reviewers.
The
returned comments
would
be
recast into
a
third
draft
and
again sent
to the
author.
The
fourth
draft,
usually
called
"final
draft
one,"
was
sent
to the
co-editors. George Tchobano-
glous
checked every chapter
for
construction, clarity,
and
style.
Garr
M.
Jones checked every chapter
for
practicality
and
good
design
practice.
The
other
co-
editors reviewed selected chapters
for
completeness
and
accuracy. Improvements, integration with other
chapters,
and
nuances
of
wording
often
required
as
many
as
four
subsequent
"final
drafts" until
the
chap-
ter
satisfied
author, reviewers,
and
editors
—
a
process
that
has
taken seven years.
As the
book neared com-
pletion,
new
material
was
added
and
various subjects
were sometimes
shuffled
between chapters
for
more
logical presentation
and
cross-referencing. Alterations
and
improvements were continued through February
1989. Some idea
of the
effort
taken
can be
appreciated
by
realizing that over
50,000
pages
of
review
drafts
have
been distilled into this book.
The
result
is
consid-
ered
to
represent
the
state
of the art (as of
early
1989)
—
practical,
authoritative,
and
essentially time-
less.
Consulting
firms
will
find
that this book
can
sharply
reduce
the
time
for an
inexperienced engineer
to
become
a
competent pumping station designer.
Project
leaders will
find the
comprehensiveness,
the
checklists,
and the
list
of
blunders
to be of
great help.
Utility managers will discover that selective reading
of
a few
chapters will provide insights
for
directives
that
can
produce better pumping stations
for
lower
overall costs
of
construction, maintenance,
and
repair.
The
work
on
this book
was
begun with
a
conference
on
pumping station design
and a
detailed proceedings
outline,
which served
as a first
approximation
for the
textbook
to
follow.
Proceedings authors were selected
on
the
basis
of
their experience records
and
were
assigned chapters
(or
sections thereof)
in
strict adher-
ence
to the
outline.
The
resulting Proceedings, pub-
lished
in
1981
in 4
volumes (1576 pages),
are
still
available
and
valuable
as an
adjunct
tools
for
design
[out
of
print
in
1996
—
EdJ.
Although
the
purpose
of the
conference
was to
make this
new
material immediately
available
to the
profession,
it
also enabled
us to find a
group
of
experts
and to
gather resources
for
this book.
What
prompted this project
was the
lack
of a
com-
plete textbook about pumping station design
in the
United
States
(or in the
English language
insofar
as
we
knew.)
Of
course, there were many books about
pumps
and
pumping machinery
and a few
short manu-
als for
designing pumping stations but, there
was no
comprehensive, authoritative text
or
reference book
dealing
specifically
with
the
design
of all
phases
of
water
and
wastewater pumping stations.
Indeed,
the
literature about pumping station design
has
been
frag-
mented,
often
superficial,
sometimes wrong,
and
gen-
erally incomplete.
One
expert stated that
95
percent
of
all
pumping stations
he has
seen contain serious
design mistakes
and
that they occur
in
every category;
if
so
there
was a
need
for a
book written
by
practicing
engineers
for
consultants
and
other involved
in
deci-
sion making. Knowledge about
the
subject
has
been
largely
confined
to
consulting engineers,
a few
large
public
utilities,
and to
equipment manufacturers,
so
the
overall purpose
of
this project
was to
gather, cod-
ify,
and
preserve
the
knowledge (much
of
which
has
never
been
printed)
for the
benefit
of the
public
and
the
profession.
Carl
W. Reh was the first
co-editor appointed and,
until
his
death
in
1983,
my
chief proponent
and
sup-
porter.
The
other co-editors,
George
Tchobanoglous,
Donald Newton,
B. E.
Bosserman
II, and
Garr
M.
Jones
(in
order
of
appointment) have made this work
possible.
As
technical advisor,
Earle
C.
Smith pro-
vided much invaluable guidance
and
critiqued
a
large
part
of the
work.
All the
authors
and
contributors have
given
a
great deal
of
time
to the
project with
no
thought
of
reward beyond
a
desire
to be of
service
to
the
profession.
Several consulting
firms
made extraordinary con-
tributions
of
time,
effort,
and finances to the
project,
as
follows: Greeley
and
Hansen Engineers,
Chicago
—
six
authors, including
one
editor, wrote
four
chapters,
a
part
of
another,
and two
appendices; Brown
and
Caldwell Consultants, Walnut Creek,
California
—
three authors, including
one
editor, wrote
six
chapters
and
one
appendix; Boyle
Engineering
Corporation,
Newport Beach
and
Bakersfield,
California
—
two
authors, including
one
editor, produced
five
chapters
and
one
appendix. Several
firms,
listed
in
Chapter
29,
contributed cost data,
an
onerous task. Sincere appre-
ciation
is
extended
to all for
this help, and, indeed,
the
engineering profession
is
indebted
to all the
contribut-
ing
firms and
personnel.
Mary
C.
Sanks
patiently typed
draft
after
draft
and
checked grammar, readability, punctuation,
and
spell-
ing,
and she
assisted with galley
and
page proofs.
Edimir Rocumback, student
in
architecture,
drafted
most
of the figures. The
entire project
was
made pos-
sible
by the financial
support
of
Montana State Uni-
versity.
Officers
directly involved included
Theodore
T.
Williams, formerly Head, Department
of
Civil
Engineering
and
Engineering Mechanics; Byron
J.
Bennett, formerly Dean, College
of
Engineering;
and
Lawrence
T.
Kain, formerly Administrator
of
Grants
and
Contracts.
Robert
L.
Sanks
Bozeman,
Montana
March
1989
Authors
and
Contributors
*STEFAN
M.
ABELIN
Systems Engineering Manager
ITT
Flygt
Corporation
Trumbull,
Connecticut
APPIAH
AMIRTHARAJAH,
PhD,
PE
Professor
of
Civil Engineering
Georgia
Institute
of
Technology
Atlanta,
Georgia
*CARL
N.
ANDERSON,
MS,
PE
Consultant
Oakland, California
NICHOLAS
J.
ARHONTES
Collection Facilities
O&M
Manager
County
Sanitation Districts
of
Orange County
Fountain
Valley,
California
RUSSELL
H.
BABCOCK,
PE
Consulting Engineer
Westwood, Massachusetts
MICHAEL
L.
BAHM
Pump
Maintenance Supervisor
Department
of
Public Works
Wastewater
Treatment Division
City
of
Baton Rouge, Louisiana
VIRGILJ.
BEATY
(retired)
Formerly, Vice President, Engineering
Fairbanks Morse Pump Corp.
Kansas City, Kansas
*ROBERTS.
BENFELL,
PE
Chief Instrumentation Engineer
Brown
and
Caldwell Consultants
Seattle, Washington
HARRISON
C.
BICKNELL,
PE
Product Application Engineer
General Electric
Co.
Schenectady,
New
York
*
Asterisk denotes chapter author.
DONALD
R.
BJORK,
MSEE,
PE
Consultant
Bozeman, Montana
CHARLES
T.
BLANCHARD
CPC
Corporation
Sturbridge,
Massachusetts
KIRK
BLANCHARD,
PE
Manager
of
Manufacturing
Flygt Corporation
Trumbull,
Connecticut
*BAYARD
E.
BOSSERMAN
II, PE
Principal Engineer
Boyle Engineering Corporation
Newport Beach, California
PAT
H.
BOUTHILLIER,
PEng
Professor
of
Civil Engineering
University
of
Alberta
Edmonton, Alberta, Canada
E.
ROBERT
BOUWKAMP,
PE
Formerly, Electrical Design Engineer
Williams
&
Works, Inc.
Grand Rapids, Michigan
MEAD
BRADNER
Consultant
Formerly, Applications Engineer
Foxboro Company
Foxboro,
Massachusetts
ROBERT
H.
BROTHERTON,
PE
Director
of
Public Works
&
Utilities
City
of
Dunedin, Florida
Formerly, Associate
Envirodyne Engineers
Knoxville, Tennessee
GEORGE
R.
BROWER,
ScD,
PE
Vice President
Barge, Sumner,
and
Cannon, Inc.
Knoxville, Tennessee
Formerly, Professor
University
of
Arkansas
ROLAND
S.
BURLINGAME,
PE
(deceased)
Formerly, Senior Vice President
Camp
Dresser
&
McKee, Inc.
Walnut
Creek, California
FREDRIC
C.
BURTON,
BCE,
LS, PE
(retired)
Formerly, Manager
of
International Operations
Flygt
Corporation
Norwalk,
Connecticut
CASI
CADRECHA
Western
Regional Marketing Manager
Golden-Anderson
Mars, Pennsylvania
Formerly, Manager
Valve
Division
Willamette Iron
and
Steel
Co.
GEOFFREY
A.
CARTHEW
Vice
President
and
Office
Manager
Brown
and
Caldwell Consultants
Walnut
Creek, California
A. L.
CHARBONNEAU, PEng
Consulting
Hydraulic Engineer
Kamloops, British Columbia, Canada
*JOHN
E.
CONNELL,
PE
(transferred)
Formerly, Senior Environmental Engineer
Christian, Spring, Sielbach
and
Associates
Billings, Montana
HARRY
E.
COVEY,
PE
Chief
Engineer
The
Metropolitan District
Hartford,
Connecticut
PATRICK
J.
CREEGAN,
MCE,
CE, SE, GE, PE
Vice
President-Technical Manager
Water
Storage
and
Conveyance Projects
Engineering-Science, Inc.
Berkeley, California
ROGERJ.
CRONIN,
PE
Partner
Greeley
and
Hansen Engineers
Richmond,
Virginia
ALFRED
B.
CUNNINGHAM,
PhD
Professor
of
Civil Engineering
Montana State
University
Bozeman, Montana
RODNEY
L.
CUSWORTH
Formerly, President
Mono Group, Inc.
Bensenville,
Illinois
ROBERTA.
DAFFERJR.,
PE
Project
Manager
and
Senior Engineer
Burns
and
McDonnell
Kansas
City,
Missouri
KUNDAN
DESAI,
MS
Zimpro/Passavant
Inc.
Birmingham,
Alabama
MICHAELA.
DEVINE
Engine Division
Caterpillar,
Inc.
Peoria, Illinois
JOHANNES DEWAAL,
PE
Formerly, Principal Associate
Clinton
Bogert
Associates
Fort Lee,
New
Jersey
JOHN
L.
DICMAS,
PE
(deceased)
Consulting Mechanical Engineer
Arcadia, California
*GARY
S.
DODSON,
PE
President
G.
S.
Dodson
&
Associates
Walnut
Creek, California
RICKA.
DONALDSON
District Manager
Parco Engineering Corporation
Medfield,
Massachusetts
*JAMES
C.
DOWELL,
PE
Partner
Wilson
&
Company, Engineers
&
Architects
Phoenix, Arizona
RONALD
W.
DUNCAN
Senior Application Engineer
MagneTek Louis
Allis
Drives
and
Systems
Division
of
MagneTek
New
Berlin, Wisconsin
*DAVID
L.
EISENHAUER,
PE
(retired)
Formerly, Manager
Engineering Standards Department
Brown
and
Caldwell Consultants
Walnut
Creek, California
RAYMOND
L.
ELLIOTT,
PE
(retired)
Formerly, Director
of
Plan Review
Williams
&
Works, Inc.
Grand Rapids, Michigan
EDWARDJ.
ESFANDI
Senior Engineer
Los
Angeles County Sanitation Districts
Compton, California
FRED
A.
FAIRBANKS,
PE
(transferred)
Formerly, President
Fairway
Engineering
San
Bernardino, California
*ERIK
B.
FISKE,
MSEE,
PE
(retired)
Formerly, Director
of
Engineering
Byron
Jackson Pump Division
BW/IP
International, Inc.
Los
Angeles, California
MAX
FREY,
PE
Consultant
Formerly, Vice President
of
Engineering
Cornell Pump Company
Portland, Oregon
*GEORGE
FRYE,
BS
(deceased)
Formerly, Chief Engineer
Yeomans Brothers Company
Specialist
Greeley
and
Hansen Engineers
Chicago, Illinois
RAY
A.
GALL,
MSME
Senior Development Engineer
Spicer Universal Joint Division
Dana Corporation
Toledo, Ohio
PAUL
R.
GALLO
Vice
President, Engineering
Rodney
Hunt Company
Orange, Massachusetts
*RICHARD
O.
GARBUS,
MSME,
MBA,
PE
(deceased)
Formerly,
Senior
Consulting Engineer
Fairbanks Morse Pump Corporation
Kansas
City, Kansas
VICTOR
G.
GEREZ,
PhD
Head
Department
of
Electrical Engineering
Montana State University
Bozeman, Montana
JAMESG.
GIBBSJR.,
PE
Partner
Wilson
&
Company, Engineers
&
Architects
Albuquerque,
New
Mexico
HAROLD
D.
GILMAN,
BA, MA
Associate
Greeley
and
Hansen Engineers
Philadelphia, Pennsylvania
ROBERTC.
GLOVER,
PE
President
Fluid Kinetics Corporation
Ventura,
California
HOWARD
N.
GODAT,
PE
President
Howard Godat
&
Associates,
Inc.
Olympia,
Washington
*MAYO
GOTTLIEBSON,
BS, PE
(deceased)
Formerly, President Dyna Systems Company, Inc.
Dublin,
Ohio
WILLIAM
F. H.
GROSS
President
The
Pitometer Associates, Inc.
Chicago, Illinois
L.
V
GUTIERREZ,
JR.,
DEng,
PE
Public Works Engineer
City
of
Chandler, Arizona
Formerly,
Vice President
Camp
Dresser
&
McKee, Inc.
Boston,
Massachusetts
*DAVIDJ.
HANNA,
PE
Associate Professor
of
Construction
Technology
&
Management
Ferris
State
University
Big
Rapids, Michigan
GREG
HARKER
Senior
Applications
Engineer,
Flow Products
Endress
+
Hauser Instruments
Greenwood,
New
Jersey
ROBERTJ.
HART
Principal
Engineer, Pumps
&
Pumping Systems
DuPont Engineering
Wilmington, Delaware
GEORGE
E.
HECKER
President
Alden
Research Laboratory
Holden, Massachusetts
*EARL
L.
HECKMAN,
PE
(retired)
Formerly, Mechanical Group Head
Greeley
and
Hansen Engineers
Chicago,
Illinois
*STANLEY
S.
HONG,
BSEE,
MSME,
PE
(deceased)
Formerly, Associate
and
Chief
of
Electrical
Design
Greeley
and
Hansen Engineers
Chicago,
Illinois
W.
ERIC
HOPKINS (retired)
Formerly, Project Manager
Gore
and
Storrie
Limited,
Consulting
Engineers
Toronto, Ontario, Canada
DAVlDA.
HOUSE
Engineering Product Manager
Dresser Pump Division
Taneytown,
Maryland
*PHILIPA.
HUFF,
PE,
R-M-S
Consulting Electrical Engineer
Acampo, California
*ELIZABETH
M.
HUNING,
PE
Key
Associate
Wilson
&
Company, Engineers
&
Architects
Phoenix, Arizona
*WILLIAM
A.
HUNT,
PhD,
PE
Consulting
Engineer
HKM
Associates
Bozeman, Montana
Formerly, Professor
of
Civil Engineering
Montana State University
GARY ISAAC (retired)
Formerly, Superintendent
of
Operations
Municipality
of
Metropolitan
Seattle
(now
King County Department
of
Metropolitan Services)
Renton,
Washington