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The Water Economy of a Low Flush Toilet

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The Water Economy of a Low Flush Toilet in a

Water Deficient Region





by





Albert E. Pratt

Water Resources Research Center

Caribbean Research Institute

College of the Virgin Islands

St. Thomas, USVl' 00801









Contract No. A-004-VI

Research Period 3/77 to 9/78

A project completion report.









July 1979









The work upon which this report is based

was supported by funds provided by the United

States Department of the Interior, Office of

Water Research and Technology as authorized

under the Water Resources Act of 1964, P.L. 88-379









Technical Report No. 3

Water Resources Research Center

Caribbean Research Institute

College of the Virgin Islands

St. Thomas, USVI 00801

ABSTRACT







Water use at a public restroom facility was sub

stantially reduced after installation of low-flush

toilets. Water in the region is scarce, demand is

high, and water is expensive. The first year of

operation of the low-flush toilets saved 36,500

gallons and reduced the true cost of water used

at the facility, predominately desalted water, from

$757 to $210. The research demonstrated the prac

tical value of a conservation technique that, if

widely used in the Territory, could substantially

reduce costs for government water and energy pro

duction.









111

CONTENTS £aS£





LIST OF FIGURES VI







LIST OF TABLES vii





INTRODUCTION 1





OBJECTIVES 2





SCOPE 2





APPROACH AND METHODS 2





RESULTS AND DISCUSSION 3





Public School Use 7



Overnight Accommodations Use 8





Government Office Use 8





Public Housing Use 8





Residential Use 8





RECOMMENDATIONS 9





ACKNOWLEDGEMENTS 10





LITERATURE 11





TABLES 12





APPENDIX A 19

LIST OF FIGURES



Page



1. Record of Water Use at Red Hook 4









VI

LIST OF TABLES







Page



1. Water Center Water Meter Records 12



2. Comparison of Water Use Records

for the Red Hook Facility 13



3. Installation of Low-Flush Toilets at Red Hook 14



4. Public Works Department; Jan. 1976-Dec. 1976 15



5. Public Works Department; Jan. 1977-Dec. 1977 16



6. Public Works Department; Jan. 1978-Sept. 1978 17



7. Public Works Department; Oct. 1978-May 1979 18









vn

INTRODUCTION AND OVERVIEW





The Territory of the U.S. Virgin Islands is composed of three main

islands: St. Croix (84 sq. mi.), St. Thomas (28 sq. mi.), and

St. John (20 sq. mi.), and more than 60 smaller islands and cays.

The islands as a group receive an average of 40 inches of rainfall

annually; however, about 90 percent of that rainfall is lost to

evapotranspiration and the group of tropical, oceanic islands is

classified as being semi-arid. The water resources, therefore,

are scarce and generally of poor quality. Because of the limited

scale of each island, there is no hinterland from which to draw

additional resources.



Approximately 100,000 people live on the land area of 135 square

miles. Most of the population relies directly on roof catchment and

cistern storage of the inconstant rainfall for household water sup

plies.



The Territory experienced a period of phenomenal economic growth and

population expansion during the 1960's and 1970's. The government

invested heavily in sea water desalting plants in an attempt to re

lieve the chronic short supply of potable water created by the de

mands of a booming tourism-based economy. Temporarily successful

in fulfilling the needs for potable water, by the mid-70's opera

tional failures of the desalting equipment in combination with a

continual reliance on inefficient and obsolete distribution systems

and the meteorically rising price of energy made it impossible for

the government to meet daily potable water needs, and a six-hour

per day rationing schedule was imposed on public water supplies.



At peak production, the desalting plants are capable of supplying

approximately 75% of the estimated peak daily demand of 5.5 million

gallons of potable water for the Territory. Present cost for de

salting sea water is assumed to be at least $15 per thousand gallons;

the true cost of production for the V.I. Water and Power Authority

is not known. The water is distributed to the public by the Virgin

Islands government (Public Works Department) and consumers are

charged a rate of $4 per thousand gallons, making it necessary for

the government to substantially subsidize Territorial water supply

programs.



Conservation of water has therefore been identified as one of the

ways the Virgin Islands government can reduce the strain of the

present fiscal squeeze.

The Virgin Islands Water Resources Research Center, through a grant

from the U.S. Department of Interior, Office of Water Research and

Technology, installed several low-flush toilets in a heavily trafficked

public restroom facility on St. Thomas and monitored the performance

of those units for a period of seventeen (17) months. The project

served a practical use for the residents and visitors of the Terri

tory and demonstrated the conservation and cost-saving potential of

such equipment to the public agencies that operate and service the

public restroom facility.





OBJECTIVES







The project was intended to measure a reduction in water usage at a

public restroom facility after installation of low-flush toilets,

monitor maintenance and operational problems, and evaluate the net

effects that wide-scale use of low-flush equipment could have on the

present level of demand for government water production and distri

bution.







SCOPE







The installation of low-flush toilets in combination with a monitoring

program provided the opportunity to evaluate the effects of reducing

the amount of water required for sanitary flushing on: a) the daily

water needs for operating a specific restroom facility, b) Territory-

wide water needs by projecting a reduction of demand, and c) reducing

the cost of water for an average household in the U.S. Virgin Islands.





APPROACH AMD METHODS







Five (5) conventional toilets in a public restroom facility at Red

Hook Ferry Dock, St. Thomas were replaced with low-flush units at a

total cost of $3580. The facility is operated by the V.I. Ports

Authority and v/as selected as the project site because it serves the

needs of the many residents of St. John and St. Thomas as v/ell as

tourists who regularly use the St. Thomas-St. John ferries.



Water for the facility is supplied without cost to the Ports Authority

by the Public Works Department. Water is trucked as needed from the

public standpipe in Sub-base, about twelve miles away, and is stored

at the site in a 1,000 gallon steel tank. It is then pumped to the

restroom for use in the lavoratories and for sanitary flushing.



The low-flush units that were installed were Microphor LF-310 stain

less steel toilets. The system requires 50-70 PSI of compressed air

and a small amount of water from gravity flow or, as in this project,

at 1-60 PSI. A push button mounted on the toilet activates a flow of

water into the bowl and opens a valve in the base of the toilet. The

valve is then closed automatically and a charge of compressed air

ejects waste materials into a discharge line.



The Microphor unit is designed to operate on two (2) quarts of water

per flush. All parts of the unit are corrosion resistant, a benefi

cial feature because of the high level of chlorides present in most of

the water delivered to the facility.



A water meter was installed in the feed line between the storage tank

and the restroom.



The newly-completed installation was tested on February 24, 1977.

From 7:30 a.m. until 3:15 p.m. there was a total of 60 flushes of

the units and 30 gallons of water was used. A conventional toilet

would have required more than 300 gallons for the identical use.



Operation of the facility was monitored for a period of seventeen

(17) months, from February 24, 1977 to June 22, 1978. Water delivery

records were submitted for analysis by the Public Works Department

for the period January 1, 1976 to June 30, 1979.





RESULTS AND DISCUSSION







The theoretical reduction of the water used for sanitary flushing at

the Red Hook facility is a factor of at least 10:1. The 10:1 reduc

tion is the result of replacing the conventional flush toilets which

require five (5) gallons (or more) per flush with units that require

only two (2) quarts (or, 0.5 gallons) of water per flush.



In order to test the performance of the retrofitted facility, data

was aggregated by reporting calendar quarters. Four quarters of the

research period were then isolated for which good comparisons of the

data could be made. The analysis period selected was from April 1977

through March 1978.



During the analysis period, the Public Works Department records show

that a total of 14,000 gallons of water was delivered to the Red Hook

facility: a total of 50,500 gallons was delivered for the correspond

ing period one year earlier.



No count was made of the number of people using the facility and no

records of previous levels of use exist. For purposes of this study,

it was assumed that traffic patterns were similar for the years 1976-

1978. (Note: Maintenance personnel noted that there appeared to be

an increase in traffic during the research period, and that it was

probably due to the improvement of the facility.)

FIG. 1 Record of Water Use at Red Hook



PROJECT NO. A-004-VI The Water Economy of a Low-flush Toilet





CALENDAR QUARTERS









18000









16000









14000









12000









o 10000





i—

-
treatment and environmental protection.



Flush Cycle: 12-18 seconds



Water Usage: 2 quarts per flush y a"roa<* com.

Warranty: One year — all parts

Air Use: 1 cubic foot free air at 60 psi

Discharge Line: 11/2 inch pipe size









P.O. Box 490 D Willits, California 95490 • (707) 459-5563







19



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