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IIII{ISTRY OF A6RICULTURE AIID FISHERIES
DEIIAI{D I,IAI{A6EÍ'IEIIT OF IRRI6ATIOII DISTRICT I{ATER
rECHl{ICAL }IORKI116 PAPER I{0.2
REPORT 01{ FLOI{ IIEASUREIIEI{T AI{D I'IETER SELECTIOÍ{
FEBRUARY 1990
SUPPLIES
L-
KERR I{OOD LEIDALCorusultl He
ASSOC IATES LTII.ErelNEERs
DEITIÀND MÀNAGEIIENT OF IRRIGÀTION DISTRICTAND METER
TTATER SUPPLIESSELECTIONREPORT ON FLOÍ{ IqEASUREHENT
CONTENTSTNTRODUCTION
1.1 BackgroundI.2 Scope of Flowmeter Research1.3 Sources of fnformation
TYPES OF ITIETERS
2.I Introduction
CRITERTÀ FOR IIETER SIZING
3.1 Introduction3.2 Flow performance1.3 Significance of Irrigation Requirements3.4 Summary of Findings
PÀCIFIC NORTHI'TEST EXPERIENCE
4.1 Introduction4.2 Types of Meters4.3 Need for Maintenance4.4 Meter Longevity4.5 Meter Reading Schedule4.6 Summary of Findings
OKÀNAGÀN VÀLLEY !{ETER DE!,TONSTRÀTION PROGRÀM
5.1 Introduction2.? Summary of Demonstration Meters5.3 Selection of Meter Locations5.4 Meter Installation
CONCLUSIONS AND RECO!,ÍIIENDÀTTONS
6.1 Conclusions6.2 Recommendations
l.
2.
3.
4.
5.
6.
DE¡{ÀND I.IÀNAGEüENT OF IRRIGÀTTON DISTRICT TÙÀTER SUPPLIESREPORT ON FLOÍÍ IIIEASURET.ÍENI-èNq METER SET.ECTION
¿_- APPENDICES
A MANUFACTURER'S LITERATURE ON POSITIVE DTSPLACEMENT METERS
B MANUFACTURER'S LITERATURE ON TURBINE METERS
C INFORMATION ON PACIFIC NORTH!{EST EXPERIENCE
L I S T O F T A B L E S
1.1 V.,IORK PROGRAM FOR METERING ANALYSIS
2.L TYPES OF MODERN METERS FOR WÀTER MEASUREMENT
3 .1 suMMÀRy oF FLor^I PERFORMANCE FoR DrsptÀcEMENT METERS
3,2 SUMMÀRY OF FLOüT PERFORMANCE FOR TURBINE METERS
3.3 GUIDE TO TURBINE METER SELECTION
DEI,TÀND MÀNAGEIIENT OF IRRIGÀTION DISTRICTAND IIETER
¡TATER SUPPLIESSELECTIONREPORT ON FLOW I{EÀSUREMENT
l.
1.1
INTRODUCTION
Background
Need for Demand Side lrlanagenent
Increased domest,ic usage and requests for additional land tobe serviced with irrigation water have pur pressure on vari-ous rrrigation Districts to seek opportunitiès for sysE,em ex-pansion. The drought conditions experienced during the pastfew years have arso increased awareness of the timi.teo ãap-abirities of water supplies in the okanagan va11ey. Newirrigation supplies require high deveropmenr costs that makethese projects uneconomical using standard ARDSA criteria.Enphasis on water_ developrirent in the okanagan va11ey musttherefore be shifted from "supply-side" tó ',demandlside"management.
tletering versus Technological ÀlternativesKerr Wood Leidal Associates. Ltg. .(KWt ) have been retained bythe. Ministry of Agriculture'and Fisheries to undertake a com-prehensive study that identifies mechanisms available toimplement demand-side management, thereby encouraging betteruse of the existing water resources throì:gh improúed manage-ment and conservation. The study has a dual foêus in thati
the main emphasis is on metering as a possible demand-side management toolsecondary consideration is given to technologicar alter-natives Èo metering
The objective of this dual approach is to ensure that allavenues are explored, thereby providing proper direction foreventual imprementation of a regional úater resource manage-ment plan (or plans).
Study I{ork progran
T!" study work program for Demand llanagement of rrrigationDistrict iÍater suppties comprises a set of eight tasks,with Task No. 7 invorving ãn analysis of the costs andbenefits of metering water. Table 1-.1 identifies five sub-tasks to be completed as part of the metering analysis.
1-1
rà8r.8 I .1MRX PnÍERTX ÌìOR HETES,IE àNÀLXsIS
SUB-TÀSKNO- DESCRIPTION OF SUB-TÀ.SX TDENTIFICÀrI TÀSKS
rnvestigate the t)Þes of netera used on irrigation ancl domestic water aervices in otherjurisdictionsconfirm alternatives for metering baaed on current state-of-the-art technorogy, withbenefit-cost appll.catlon conparison
SeLect a preferred choice for neÈer typeDeterrnlne the nr¡nber and sizes of neters requíred to meter all servicesEstimate the capLtar coat of inetalling meters in the two DÍstlicts for different instarrationoptlonsEvaluate the most practical meter reading scheduleEstimate the annuar cosè of reading ¡neters and sending out cuetomer btlring based on meterreadingEstinate the annuar cost of nalntaining the meters for the two DistrictsEstimaÈe the quantity of ¡rater that the trro Districts could expect to save if alr se:were fully rneiered vvs'q =.lævL LU sdvc ¡r arl servtcesE6tlmate the possible changes ln peak day and pl(if all services were fully neteredEstimate tþe savings in power conaumption, chlorthe t!ùo Districts couLd expect if aII services rEstimate the impact on future syste¡na expansion
Prorate the costs based on flncllnge for the Glenmore and solid Districts under Task No. 7.3
Inveatigate different raÈe scheduleeDifferentiate between irrigation and domestic servíceConeider peak use vs annual coneumption der¡nands
7.1 Recorunend the ¡ûost suitable neters foruse by B.C. Irrigation Districts
7.2 Prepare preli_urinary designs foralternative installation options
7.3 Survey Solid and Glen¡nore IrrigationDistricts
7.1 Estimate the capital co6t of instaLlingneters in aII 35 IrrigatÍon Districts
7.5 Reco¡nmencl an appropriate rate schedulefor $rater servÍces
This Technical Working paper No. 2 deals with TaskNo.'l-r, and summarizes our findings as a result of re-searching frowmeter types. The purpóse of the refort is toidentify a meter type suitable fãr Ë.c. conditionË.The Terms of Reference are expricit in outlining a workprogram that comprises eight areas of investigaiion andanalysis. However, the assignment may be dejcribed as"elastic" in terms of the tev-et of efËort that courd beexpended in sat,isfying the Ministryrs information needs.
Scooe of Flowmeter Research
The scope of the fl-owmeter research effort is defined ingeneral- terms as follows:
r.2
identify companies that manufacture flowmeters suitablefor instalration on domestic and irrigation water ser-vice connectionso arrange for manufacturers to make technical presenta-tions on Èheir products
' contact. irrigation districts in the united States toobtain information on their experience
The research effort has resulted in an okanagan varleyMeter Demonstration program. The purpose of tÉe p.;g;;;,is to compare and evaluãte the perfbrmänce of a number ofdemonstration meters in an operãting environment, and overa period of years. This experience ïitt then be of practi_cal- value when preparing spècifications for possible futuremeter supply contracts.
1.3 Sources of Info¡mation
Heter l,ianufacturers
rnformation on flowmeters has been provided by the follow-ing companies:
Rockwell International of Canada
Neptune Measurement Division ofHersey Products Inc.
Lrd.
Schlumberger Industries
L-2
Rockwell and Neptune rank r-2 in the overall North Americanmarket for service connection flowmeters, and reportedryaccount for about 2/3 of sales volume. Rockwelr ãnd Nepltune dominate the canadian market, with Neptune apparentlyhaving about a 2/3 markeL share.
TIr" remaining L/3 of the North American market is shared bythree other manufacturers, incruding Hersey which iËattempting a breakthrough into the eritish colu-mbia market.Irrigation Districts in the pacific Northwest
Practical information on metering experience in the pacificNorthwest has been obtained from the following irrigationdistricts:
Lake chelan Reclamation District in central lniashino-ton
' The Dalles rrrigation District on the columbia Rivereast of PortIand, Oregon
' Tualatin varley rrrigation District south of port-1and, Oregon
The Boise, rdaho regional office of the u.s. Bureau ofReclamation (USBR) has also been consulted to confirm theextent of metering in the pacific Northwest. rn addition,the Denver headquarters of the usBR has been contacted todiscuss the Bureaurs specifications for meter types.American l{atemorks ÀssociationAnother source of information is Av^twA Manual M6 on hlaterlleters - selection, rnstallation, Testing, and l¡fainten-ance. rt is noteworthy that the fl_owmeters considered in!1i" study are manufactured in accordance with AWWA speci-ficaÈions.
1-3
2.
2.1
TYPES OF METERS
Introduction
This section summarizes some basicof meters suitable for installationtion water service connecLions.
information on the typeson domestic and irrioa-
Tabre 2.r is reproduced f rom AIù¡tÀ ttanual ü6 and pro-vides a listing of available meter types. of theser thisstudy has identified the following as-iarranting considera-tion:
' displacement type (either nutating disc or oscillatingpiston)
' turbine type (either horizontal or vertical shaft)These meters are manufactured in the following size ranges:
' displacement: S/g- to 2-inches' horizontal turbine: 2- to 10-inches' vertical turbine: 3/4- to 6-inches
Appendix A incrudes manufacturer's Literature for displace_ment meters, while Appendix B includes literature for bothtypes of turbine meters. A1l three meter types are de-signed for use in the horizontal position as tËis providesfor optimum performance.
Description of Displacement lletersBackground
The basic tectr_nology for dispracement meters was developedin the late 19th century, añd originated as modificationsof pumps that were run bãckwards.
The displacement type of meter consists of three basic com-ponents: main case; measuring chamber; and sealed regis-Èer. The measuring chamber and register can be removedwithout removing the maincase from th; line installuiion.The measuring chamber is described as "positive dispLace-ment" because no new water can enter the chamber until_ theexisting water has passed through.
2.2
2-L
ÎÀBLE 2.1
Source: ÀÍùIùÀ l,tanual M6
TYPES OF MODERN IIETERS FOR TTÀTER MEÀSUREMENT
DESCRIPTIONUSUAL RANGE
OF SIZES
Displacement" Nutating disco Oscillating piston
5/8 25/8 2
Nondisplacement
A. VelocityMul ti-j etMagnetic-pickup turbineTurbine ( current)PropellerProportional
B. Differential pressure(a) Fixed opening, variable
differential OrificeVenturi, flow nozzle, flow tubePitot tube
(b) Variable opening, fixeddif ferential Rotameter
C. Mass flow
LeveI measurementh/eir, Parshall flume, etc.
r/2 1L/4 L2
2-122-723 - 10
2-242-72
Un1 imited
r/4 4
L/2 6
Unl imited
Compound" Standard compoundo Fire service
2-103 - 10
Oscillating Piston Type
rn basic terms, tle design principre utilizes a piston mech-anically aligned in a meãsuring c-hamber. water flow causesthe piston to rotate, with eg"h piston revolution beingequivalent to a known volume of watèr ( tfre contents of themeasuring chamber). This "measurement" is transferred bymagnetic drive and reduction gearing to a straight readingsealed register Eor display.Both Rockwell_and Hersey manufacture this type of displace_ment meter. rt is noteworthy that Hersey rèèently switchedfrom the nutating disc desiqn.
Nutating Disc Type
Neptune is now. tlq only manufacturer of nutating discmeters. The significance of this design i"-irru!- rt hasbetter 1ow flow characteristics than the ósci11at.inj rype.
Description of Turbine t{eters
Background
The basic technology for modern turbine meters al_so datesback to the late 19t,h century, and essentiatly remãlneo un_changed untir the 1970's when a ne\^/ generation of turbinemeters was developed.
rn 1978, AWWA c701 added a disÈinction between crass r andClass II types of turbine meters as follows:' Class I turbines are those coveredissued prior to I97g
' class rr turbines are the newer models that have im-proved metering accuracy, sensitivity and longevicyThe meter consists of two basic assembries: the maincaseassembly and t.h: measu_ring chamber assembly. The talter canbe removed and/or__replaced without oisturbing the maincasein the line installation.Horizontal Shaft Type
All three manufacturers offer the Magnetic Drive HorizontalTurbine Meter. .Th-is type utilizes ã relatively rriqrr-sp.eorotor with its shaft centred rongitudinarry in å.,ãñ-*uqn._tic section of straight, pipe. b.t" -Ëiaoe of the bar_ancedrotor contains a magnet. A magnetic drive coupres the rotorto the register.
2.3
in the standards
2-2
Water flowing through the meter causes the rotor (with mag_net ) to turn. The onry moving part in water is the rotorassenbly. Each revolution represents a volume of water.A separate strainer is normarly recommended to reduce boLhthe chance of the frequency of measuringchamber remova . fn aOäitioï, a siraiqhÉlength of pipe ahead of the meter in orderto improve t,he _stics. Neptune manuf acture astrainer that has a dual f unction in trrát it arso - i*prorr"=the velocity profile of the flow entering the meter. '
Vertícal Shaft Type
Only Hersey offer the MagneticMeter. This meter, available siflow vertically.
Drive Vertical Turbinence I977, redirects the
2.4
rt was developed as a special purpose meter for use in sys-and is a replacement for lne
ln allows sand to pass throughoperation. Even if sand OIObe temporary as the water flowor and dislodge the sand.
Th9 only parts that wear are the carbon bushings at the topand bottom of the rotor shaft. These are designed as. theweak link. Most of the time the rotor floats Éetween thebushings. Normar maintenance is limited to replacing thetwo bushings.
The meter has an internal strainer. rn addition, there isno need for a straight length of pipe ahead of the meter.
{eter Àpplications
Domestic Service Connections
The displacement type meter is suitable only for domesticapplications, and is the standard meter in 1-inch andsmaller sizes. The AI^I!ùA states that the two variationsthe oscillating piston and the nutating disc - are essenti-ally equal in performance. According Éo the AtWriA, ;ãxperi-ence has shown that they are unrivalled for their combina_tion of accuracy, Iong fite, simple design, modeiai"-"o"a,and ease of maintenance". Tens or millions of these met,ersare in use.
2-3
Àlthough the vertical turbine type is arso manufactured inthe smaller sizes it is considerably more expensive thanthe displacement meter. The cost difference ieflects Èhedifference in manufacturing economies of sca1e.
Displacement versus Turbine Èteters
Displacement and turbine meters are both manufactured inthe r r/2-inch and 2-inch size range. For domestic appli-cations the choice between the two lypes appears to rest onwhat average flow rates are to be -measuiea, and the re-quired accuracy at 1ow flows.The displacement type is sirnpler and lower in cost, but theturbine type can be operated at a higher average rate.Irrígation Service Connections
The turbine met,er is the on.ry type suitabre for irrigationapplications. The displacement type is simpry not, deéigneof9. the high volume through-put -of an irfi{ation connec-tion.
Although hard data are not available for met.er rongevity(i.e. on a volume basis), it is rikely that a displacement^gt9f se,rving- a 10_ acre parcel wourd require reilacementwithin about 2 Eo 3 years. (Note: the annual võlume for10 acres is about 9 million gallons.) Of significance, theAWWA has not undertaken research in t.his arêa, mainly be-cause meter longevity is a function of many variables 1e.g.water quality, flow rates).The vertical turbine type has an advantage over the hori-zontal turbine type in that it can be installed at 90-degree bends because it creates the desired flow character-istics internally. The horizontal typer on the other hand,requires a swirl-free, uniform-erow-vèrocity profile in thepipe immediately upstream of the meter.
üeter Readinq Options
InÈroduction
The options for meter
direct reading of
reading include:
Ehe registerremote reading based on the meterrs magnetic drivegenerating a pulse output
automatic reading
2.5
2-4
These options are discussed briefty as follows. Additionalinformation is provided in Technical Working paper No. 4.
Direct Reading
Direct reading requires that the meter instarlation bereadily accessible.
Remote Reading
A remote reading feature is available for both dispracementand horizontal turbine meters, but not for vertical turbinemeters. A signal is sent by wire to a location (e.g. onthe out,side walI of a house ) that is accessible to themeter reader.
Àutomatic Reading
Both Rockwell and Neptune have developed erectronic instru-mentation for automatic reading of meters. Rather than in-troducing a third system, Hersey is currently developing aprototype meter that will be compatible with both Neptuneand Rockwellrs systems. The objective is to be able tosubstitute a Hersey meter for either of the other two.
Current technology involves the use of "reading guns', whichrecord meter readings with a simple "touch,'of an elect-roníc probe. The data are then downloaded into a computerfor processing.
The technology is now in place for automatic reading bytelephone, thereby eliminating the need for a meter reader.
Summarv of Findings
Domest,ic Service Àpplications
There are three choices for flow measurement at domesticservice connections.
- oscillating piston type of positive displacement meter
nutating disc type of positive displacement meter
vertical turbine type of meter
AJ-though the two displacement Lypes are considered equa1,the nutating disc type has better low frow characteristics.(Reference: Table 3.1 in the next section) . But thepiston design is reportedly less susceptible to breakagethan the disc design.
2.6
2-5
The vertical turbine meter has several advantages over thedisplacement meters, including:virtually no friction area (other than two bushings)such bhat it is considered virtually maintenance freethe measuring chamber is unaffected by sand and othersmal1 debris that may jam displacement meters
The only disadvantage of the vertical turbine is that itcosts more than the displacement type.Of signi tical turbine meter has been app_roved as to the displacement types by sev_eral B.c (including the City ;i Victoria,Saanich, d the Greater Victofia lr/ater Dist_rict). Of interest, Ehe City of Victoria recently-awardeda $40,000 contract for supply of 2-inch and 4-inch-diameterme te rs
Irrigation Service Connections
There are two choices for flow measurement at the rerative-ly smal1 diameter irrigation service connections that arecharacteristic of B.C. conditions, and these are:vertical turbine typehorizontal turbine type
The ver.tical type has a number of advantages over the hori-zontal- type , includ ing:
it is designed specificarly for poor water quality app-lications
it is manufactured complete with an internal strainerit, can be installed at 9O-degree bends
the need for long-term maintenance is limited to re-placement of two carbon bushings
one advantage of the horizontal type is, that it. has betterhigh flow characteristics (Refeience: Table 3.2 in thenext section). This has significance in meter sizing, andtherefore costr âs a specific application may ,""uil in thehori"gltll type being one size smarler than the verticaltype (Reference: Table 3.3 in the next section).
2-6
Of interest, although Hersey manufacture bothrecommend the vertical turbine meter over themeter.
fL
rn conclusion, a key word to describe the vertical turbinemeter is fl-exibility. The meter design lends itself to re-t.rofitting of existing service connéctions, particularlywhen working space is at a premium.
llanuf acturerr s lùarranty
A manufacturerrs guarant,ee on the entire unit is normalrylimited to a 1-year period, alEhough register units typilcally have a lS-year warranty
2-7
flow rates are constant (i.e. the irrigation system iseither on or off)Further to the second point, then, the laboratory perform-ance of a particular meter over a 1ow-to-high flo-w iu.,g" isnot a relevant consideration. on that 6asis, the -finedifferences between meters as claimed by the three nanu-facturers do not influence the comparison- of meters.RockwelI, Neptune and Hersey meters.are all manufactured inaccordance with 'AI/ùWA specif ications. Thus, it is reason-able to assume that comparable meters are generally equi-valent.
3.2 Flow Performance
3.
3.1
3.3
CRITERIÀ FOR UETER SIZING
Introduction
this section presents criteria for sizing meters to suitconditions in the Okanagan. Of significance:farms/orchards are typically small (i.e. about 20 acreson average; and often comprising separate parcels ofland in different 1ocationJ)
Flow performance data for displacement and turbine metersare summarized in Tabre 3.1 and Table 3.2, respectivery.For meters operated aL a continuous rather thán varyiigrate, AlvwA c701 specif ies that the maximum cont,inuous ratebe limited to 50 percent of the safe maximum opårati.nqcapacity. This ensures meter longevity.Hersey further suggest that the maximum continuous rate forirrigation applications be limited to r/g of the -maximumoperating rate.
Table 3.3 is a guide to turbine meter serection based onparcer size, and irrigation al-1otment. rt integrates typi-gul irrigation requi,rements with the f l_ow perfórmance datain Table 3.2. '
3-1
TÀBLE 3.I
ti
SUUIIIÀRY OF FLow PERFoRI,I.ANCE FoR DISPLÀCEI,TENT II{ETERS
METERSIZE
( inches )
MANUFACTURER I\¡UI(IVI.Éì'L UP LjRAI' I NGRANGE
( USqP¡n ¡
MAXIMUM RÀTE FORCONTTNUOUS FLOIÙ
( USqpm )
REGISTERCAPÀCITY
(MG)
3/4 ROCKWELLNEPTUNEHERSEY
23/4
2
tototo
303030
1515t5
r010IO
I ROCKI/ùELLNEPTUNEHERSEY
3to 50Ito 503to 50
252525
10t010
r r/2 ROCKWELLNEPTUNEHERSEY
5to2Lo5to
100100r00
505050
100100r.0 0
2 ROCKI/ÙELLNEPTUNEHERSEY
Bto2 I/2 to
Bto160160160
BO
BOBO
100100l_ 00
i
TÀBLE 3.2
SUIIMÀRY OF FLOT'Ù PERFOR.I,IÀNCE FOR TURBINE I.TETERS
I'TETERSIZE
( inches )
MANUFACTURER NORMAL OPERATINGRANGE
( USqpm )
MAXIMUM RATE FORCONTINUOUS FLOIV
( USqpm )
REGISTERCÀPACITY
(MG)
3/4 HERSEY* Ito 30 I5
1 HERS E Y* 1.5 to 50 25
r L/2 ROCKV'IELLNEPTUNEHERSEY*
4 to 1604 to 1602 to I00
BOBO50
r.0 0l_00100
2 ROCKVüELLNEPTUNEHERS E Y*
4to4to3to
200200r60
100100
BO
100r00r00
3 ROCKWELLNEPTUNEHERS E Y*
5to5to4to
4504503s0
225225L75
100r00I00
*based on vertical turbine model
TÀBLE 3.3
GUIDE TO TURBINE IIETER SELECTION
SIZE( acres )
IRED METinches
HORI Z .
5
10
15
20
25
30
40
50
I
r r/22
J
3
3
4
4
L/2
r/2
r/2
2
3
3
r/2
2
3
3
3
3
4
4
r/2
r/2
2
3
3
3
4
4
I L/2
2
3
3
4
+
4
6
r/2
L/2
3
3
3
4
4
4
3.4 Sumnarv of Findinqs
For a given parcgr size, the required verticar turbinemeter yi1l generally be one diameter larger than the cor_responding horizontal turbine meter. Thii tinoi'g rårrectsthe fact that the vertical turbine meter has froñ pãrrorm_ance characteristics equivalent to those for the oisprace_ment meter.
iL_
3-2
4.
4.r
4.2
PACIFIC NORTETTEST EXPERIENCE
Introduction
This section briefly summarizes key information obtained indiscussions with the managers of the three previously in-troduced irrLgation districts in washington ãn¿ oregon. Acopy of the Record of phone call to each dis tri.ct isincluded in Appendix C.
of significance, these are the only three districts withlong-term metering experience ( i.è. covering a 15 to25-year time frame). Two other districts in waJrrington arereportedly in the process of installing orifice ptãtes forflowmeterinq.
Although these usBR-funded irrigation projects incrude aflowmeter at each service connãction, the USBR has notdocumented metering experience.
Types of l,leters
The types of meters usedmarized as follows:
in the three districts are sum-
.DI STRICT TYPE AGE
( vears )
The DaIles
Tualatin
Lake Chelan
Badger propellerBadger turbine
Micrometer propellerRockwell turbine
Kent turbine
245
1Fl_f,5
I4
Of interest, the Badgerno longer manufactured.It'licrometer meters thatoperation.
propeller meter is a type that isAlsor the Kent meters replacedfailed after the first year of
The number of Badger and Rockwell turbine metersrelativery small percentage of the total instarled.1S
4-I
4.3 Need for t'taintenance
The need for meter maintenance typically results from"meter burnout" when the meters are subjected to excessive-ly high flow rates for prolonged periods of time. unlikeB.C. irrigation districts, American districts do not in-stall flow control devices at service connections. Thus,it is reportedly a common occurrence for the maximum capa-city of a meter to be exceeded on a continuing basis.Meter burnout can be avoided t.hrough proper meter sizing.Specifically, the maximum capacity of the meter must ¡edouble the design flow rate. This provides protectionagainst the possibility of higher than normal flòws duringfilling of lines. The use of flow control- devices may theñbe considered as providing an additional safety factor toprevent meter burnout.
4.4
4.5
lleter LonqeviÈv
All three districts report good success with their meters.All three service their meters on a periodic basis, andreplace parts as required.
l¡leter Readinq Schedule
The three districts readfol lows :
bhe meters for billing purposes as
DISTRICT FREOUENCY WHEN
The Dalles
luaI at i n
Lake Chelan
Every 6 weeks
Once yearly
3 times yearly
Entire irrigationseason
End of season
June, August lst,end of season
Routine servicingmeters are direct
is completed atread ing .
bhe same Èime. All
4-2
4.6 Sunmary of Findings
rt is essential that meters be readily accessible forroutine inspection and servicing (as may bè required).Meters should last indefinj.tely provided they are sizedproperly, and are serviced on a regular basis.Flow control devices are advisable to ensure protectionagainst the possibirity of excessively high flow iates.
t.--
4-3
5.
5.1
5.2
5.3
OKÀNÀGAN VÀLLEY ITETER DEII{ONSTRÀTION PROGRÀII
Introduction
This section summarizes the ongoing effort to setup anOkanagan Valley l,ieter Demonstration Program. The pur-pose of the program would be to field test both displace-ment and turbine meters as manufactured by Rockwell, Nep-tune and Hersev.
This program would provide Irrigation Districts with theopportunity to become familiar and comfortabl-e with themeters under actual operating conditions. This firsthandexperience would then be of practical value once a decisionis made to proceed with implementation of a universalmetering program.
It is anticipated that the time-frame for the DemonstrationProgram could be in the order of S-years (at a minimum).
Su¡nmarv of Demonstration l{eters
The following table summarizes the type, síze and number ofdemonstratiqn meters committed to the program by the . threemanufacturers.
MANUFACTURER TYPE AND SLZE OF METERHORI ZONTÀL
TURBINEVERTICALTURBINE
L I/2 2 r L/2 2
ROCKWELL
NEPTUNE
HERSEY
THREE
TVfO TWO
THREE THREE
In addition to the 13 turbine meters, 2 Neptune positivedisplacement meters r¡¿ere purchased for the program and in-stalled in the Glenmore rrrigation District in summer 1989.
Selection of l{eter Locatíons
the idear situation would be to have a sufficient number ofmeters to provide a direct comparison of the performance ofthe three different manufacturers under the same operatingconditions. rn view of the limited number actuarly availlabre, however, the meters must be distributed judiciouslyin order to establish a reasonable basis for a comparativeassessment.
:¿
f
:
5-1
Preliminary criteria forbeen defined as follows:
selection of meter locations have
install in a maximum of two irrigation districtsmeasure different water use for farmers with the sameirrigation system but different crops (e.g. fruits ver-sus forage )
measure different water use for same crops but differ-ent irrigation systems (e.g. hand movedr solid set,trickle )
The actual selection of farm locations wilr be made by thetwo irrigation districts named by the Association of B.c.rrrigation Districts. These districts will then be res-ponsible for installation and reading of the meters.
5.4 I'leter Installation'The meters will beirrigation season.the standard detaiTask No. 7.2) .
installed by Spring 1990 in time for theInstallation will be in accordanie wiLh
1s developed as part of this study (i.e.
5-2
6.
6.r Conclusions
Based on the information presented in the foregoing sections,it is concluded that:Meter Types and Àpplications1.
2.
3.
well suited to an irrigation applica-
The vertical turbine type is also suitable for domesticconnections.
Horizontal versus Vertical Turbine lfeters4. The vertical turbine meter provides more installation/operating frexibility than the horizontal turbine meter.5. Fierd testing both types over about a S-year periodunder the okanagan valley t¡teter Demonstiation pro-
gram would be an effective way to evaluaÈe relativeperformance.
Displacement meters can only be used on domestic serviceconnections.
Turbine meters aretion.
6. The frow capacity of a verticar turbine metercally equivarent to a horizontal turbine meterone diameter smaller.
is typi-that is
Meter Longevity
7. Meter longevity is atotal flow volume, and
B. The design flow rateexceed 50 percent ofmeter.
function of maximum flow rate,water quality.
used for meter sizing must nott,he rated maximum capacity of a
9. Properly sized and regularly serviced meters shourd lastindefinitely ( i.e. 15:pIus iears) .
Meter Installation and Reading
10. Meters must be readily accessible for inspection andmaintenance.
rrrigation meters need only be read seasonarly for birr-ing purposes.11.
6-1
Ë
:
!'
It
L2. Meters can be read in conjuncÈion with normal servic-ing of irrigation connections.
Recommendations
Based on the foregoing conclusions, it is recommended that:1. Both displacement and vertical turbine meters be usedfor dornestic service connections.
2. only turbine meters be used for irrigation serviceconnections.
3. The final selection between the vertical and horizon-ta1 turbine types be based on the findings of theOkanagan Valley lleter Demonstration program.
6-2
ÀPPENDIX À
MANUFÀCTURERI S LITERATUREON POSITIVE DISPLACEI.IENT I{ETERS
w-847 R9
Sealed ReqisterWater Meters-Al Rockwetl
DISPLACEMENT TYPEMAGNETIC DRIVE
COLD WATER METERS1 112'(DN 40mm)
AND 2" (DN 50mm) SIZES
APPLICATIONS: Measurement ol cold water where ftow ¡s ontv ¡n oned¡rectron; in fesidenl¡al, commerc¡al and industrial services.CONFORMANCE TO STANOAROS: Rockweil Seated FegisterÓ WaterMeters comply with ANSI/AWWA Slandard C700 Each meter tsperformance tested to tnsure compl¡ance.CONSTRUCTION: Rockwetl SRo Water Meters consist of three basrccomponents; maincase; measuring chamÞer: permanenily,hermetically-sealed register. Maincases are of bronze w¡th either f lanqesor rnternally-threaded spuds. Measuring chambers arà of Rocksyn,J, acorros¡on-reststant thermoplast¡c material. Bronze measuring cham-bers are available as an option.
S¡mplic¡ty of design and precise machining of componenrs altowsrnterchangeab¡lily ol parts among t¡ke.size meters to prov¡de ease ofmaintenance. The register. meesuring chamb€r and stratner can Þ€removed without removing the ma¡ncase from lhe ¡nstallation.SEALEO REGISTERo: PermanenUy, hermet¡cally seated: provenmagnetic drive design; with integral tamper-prool tock¡ng device.Guaranteed for 25 years. The standard reg¡ster includes a straighl-reading, odometer-type totaltzation disp¡ay; a 360o test crrcle with centersweep hand; and a low flow (leak) detector. Gears are selflubricat¡ng,molded plast¡c for long lile and min¡mum lrict¡on. The hermettc seatingof the register elim¡nates d¡rt and mo¡sture, tamper¡ng. and lens logg¡ngproblems
No change gears are requtred for accuracy cal¡brat¡on. Generator-type and encoded-type remote reading systems are available for all SRoWater ¡¡eters (See back of sheet lor addit¡onal informat¡on )TAMPERPROOF FEATURE: Fìemov¡ng the register to obtarn free waterrs prevented by a locktng device rnstde the meter Removrng the reg¡sterrequ¡res a special tool that ¡s avatlable onlV to water ut¡litiesMAGNETIC DRIVE: The unique des¡gn of the d¡rect magnetic dflve rs aposrtrve, relrable. dependable dr¡ve coupling, proven in millions of SR@Water Meters
OPERATION: Water llows through the meter's stratner and into themeasuring chamber where tt operates the p¡ston The ptston. whrchmoves lreely, osctllates around a central hub, guided by the rubber-coated div¡ston plate
A dnve magnet, rncotporated ¡n the ptston, rotates around the outsrdeof the hermet¡cally sealed register welt and magnettcaily dflves the''Folfower" magnet sealed withtn the well The "follower" magnet drives acrank connected to the reg¡ster gear tra¡n. wh¡ch ttanslates the numberof p¡ston osc¡llat¡ons into volume totalization units dtsofaved on thereg¡ster face
MAINTENANCE: Rockwetl Seated Registerc, Water Meters areengrneered to provide long-term vãlue and virtually ma¡ntenance-freeoperat¡on because of thetr desrgn srmpltcity and rnterchangeabrltty ofmodules Bockwell SB. Water Meters are easy to reparr, even wilhoutremovrn9 lhe marncase from the ¡nstallatton As an a¡ternative to repatrby the utrlrty, Rockwell ollers varrous marntenance Oroorams wnrcnprovrde factory recondtttonrng of the marncase and rejlacement olcomponenls al low ltxed pnces
CONNECTIONS: Tatlpreces/Companron Flanges lor rnstallrng themelers on a vaflely of prpe types and srzes are avallable as an ootjon Forflanged meters, the use of a Fìockweil Modet 926 Flanged CouptrngAdapter rs recommended to facilrtate the installatron and anv futureremova¡ of the meter from lhe ltneGUARANTEE: Rockwell SR" Water lvleters are backed by the exctusrveEronze-Clad XV Guârantee Ask your Rockwell reoresental¡ve lor
rletarls
172" SR@(DN 40mm)
SERVICE
. NOFMAL OPERATINGFLOW RANGE
ACCURACY
LOW FLOWREGISTRATIOI{
MAXIMUMPRESSURE LOSS
MAXIMUM OPERAÎINGPRESSURE
MEASURINGELEMENf
REGISTER lYPE
REGISTRATION
CAPACITY
..METERCONNECTIONS
MATERIALS
cold water meâsuremenl with llow in only one directìon
!%'l (ON 40mm) s¡ze: 5 to 100 gatlmin(1.1 to 23.0 mvh)2" (DN 50mm) size: I to 't60 oatlm¡n{1.8 to 36.0 mi/h)
100 : 1 5% of aclual throughput
17," (ON 40mm) size: 95% at 1% 9al/min(0.35 mr/h)2" (ON 50mm) size: 959o at 2 oal/min(0.45 mr/h)
17:" (ON 4omm) size: 11 4 psi at 'tOO gat/min(0.8 bar at 23.0 mr/h)2" (ON 50mm) size: t2 1 ps¡ ar 160 gathin(0 I bar at 36.0 mr/h)
15O ps¡ (10 0 bar)
osc¡llat¡ng pislon
strarght readrng. hermet¡cally sealed,magnetic dr¡ve w¡th low flow ind¡catorRemote reading unit opt¡onal
100 gallons, 10 cubic feet or 0 1 mr/sweep hand revolution
100.000,000 gallons, 10,000.0O0 cub¡c feet, 1O0.OOO m¡
1%" (ON aomm) s¡ze: two bolt oval flanged spuds orI % (47 80mm) internal pipe threads2" (ON 50mm) srze: two boll ovat llanged spuds or2" (59.61mm) internal pipe threâds
lThlelds are tapered prpe, ¡nternal type, conforming toANSI 82.1 or ISO R-7 rl specllied. Ftanges areAWWA 125 pounds (PN 10 bar) ctass.l
matn case-bronzemeasunng chamber- Rocksynt-standard
bronze-opt¡onalma9nets-cetamrc and Alntcostrar ner- lhermopl as ttclnm-Slatnless slælcas¡nq bolts-starn¡ess steel
Max¡mum rates ltsted are lor tntermtltent llows onlv.Maxrmum contrnuous flow rates as spefllted by AWWA are:
1'1" (ON 40mm) srze so/gat/mrn (11 0 mJlh)2" (ON 50mm) srze B0 gallmrn (18.0 mrlh)
Flanged spuds are slandard for 11,," (ON 40mm) and 2" (ON SOmml sizemelers and wrll tJe furnrshed unless otherwrse spectl¡ed lntefnallapped prpe lhreads only are supplred lor tSO meters
2" SR@
(DN 50mm)
Remote Systems-For use with all sizes of Rockwell SRo Water MetersTouchReadTM Automated MeterReading and Eilling System - ís amulti-purpose encoded remotesystem suitable for indoor and/oroutdoor use. ïhe ElectronicCommunications Register (ECR) usesa two-wire non-polarized connectionbetween the meter and an outsideremote TouchPad data transfermodule. With a TouchRead PitLid(TRIPL) module pit-set meters can beread automatically without lifting themeter box lid. The meter renistêrtactory seated ro ir'å Þ¡ir-ii7"äãrr", ¡.interrogated by touch¡ng a PitProbeto the l¡d mounted module to readand store the meter data, even infloocled pits. See data Sheet W-792.
A non-remote version of the Touch-
ReadTM System is also available forp¡t-set meters. lt uses a data transfermodule built into the top of the register(TR version) or a similar module whichcan be later converted to a wiredremote, or connected to an ¡nterface un¡tfor centralized billing, (the TouchReadConvertible (TRC) version.) All versionscan be read with a visual reading device,and/or a cassette tape or Solid Statelnterrogator/Recorder. See data Sheetw-790.
Tele-Tape Remote (TTR)TTR is an encoded remote svstemintended for comouterized or centra-lized billing. Access to the encodedregister is through a plug-in typeinterrogator receptacle at a remotepoint. Meter registration can be
recorded on magnetic tape throughthe use of a hand carried portableinterrogation unit. Three conductorwtres connect the meter to thereceptacle. See data Sheet W-8S5.
Self-Generating Remote (GTR)ln the GTR remote system'a metergenerates and transmits an electricalpulse to a remote total¡zer. Two non-polarized wires connect the remotereadout box to the meter. The meter,sgenerator unit ¡s submersible. See dataSheet W-966.
Electronic Registerslmpulse Contact Registers and High SpeedPickup Registers are available for use withAct-Pak@ lnstruments for remote monitorinoand control, based on flow rate and/ortotalizat¡on. See data Sheet E-1112 & E-1 116
(
METER SIZE CONNECTIONS A B c D WIDTHBOLT
CIRCLE
NUMBEROF
BOLTSBOLTsrzE NETWEIGHT'
1-1/2(DN40mm)
Flanged 13(330mm)
6-7 /8(175mm)
2-21/32(68mm)
5/8(16mm)
8-3/4(222mm) (102mm)
2 5/8(16mm)
26 bs.(12 ks)
Screwed 12-5/8(322mml
6-7 /8(175mm)
2-21/32(68mm)
N/4.. 8-3/4(222mml
N/A" N/A" N/4.- 23 lbs.(10.5 kg)
2"(DN 50mm)
Flanged(432mm)
7-17 /32(192mm)
2-5/8(67mm)
5/8(16mm)
9-1 1/16(246mm)
4-1/2(11Smm)
¿ 3/4(19mm)
42lbs.(1s ks)
Screwed 15-'t/4(388mm)
7 -17 /32(192mm)
2-5/8(67mm)
N/A"' 9-1't /16(246mml
N/4.. N/A" N/4.' 37 lbs.(17 kg)
Dimensions and Net Weights
'Rocksyn measuring chamberMeter ¡s ava¡lable with eilher flanged or screwed end connections. Flanged end meter illustrated lo show oval flange and bolt patternEnd connection threads: "1-1f2" (DN 40mm) - 1-1t2" N P.T. lnternel Threads o( 1-1t2" ISO R.7 tnternational Threads, ¡f sDecified
"'2" (DN 50mm) - 2' N.P.T lnternal Threads or 2" ISO R.7 lnternat¡onat Threads, if specified
PISTON SEALEO REGISIER
RETAINER NUI
t
OIVISION PLATE
-loF.-
STRAINERMAG NEIICCOUPL¡ NGIDN 50mm) DIALS SHOWl.l
A
PISfON CONTROLROLLER
Rockwell lnternational, Measurement & Flow Control Division/400 North Lexington Avenue/Pittsburgh, pA i52Og
Water MeasurementEquipment & SystemsSales OfficesNORTHEASTERN AREA39O North Lex¡ngton AvenuePittsburgh. Pennsylvanra 15208Phone: (412) 247-3431
MIO.CONTINENT AREA1996 Univers¡ty LaneOrawer 105OUsle, llhnors 60532Phone: (312) 852-0026
SCUTHEASTERN AREAffi21 Bay C¡rcleSu¡le 16ONorcross. GA 3OO7lPhone (4O4) M7-47æ
SOUTHWESTERN AREA5155 Blalock DflveHouslon. Texas 77041P O Box 40126 lZtg Codel 77240-0126Phone (713) 462-2801
WESTERN AREAlô32 Sierra Madre CrrclePlacenl¡a. CA 92670Phone (714) 666-0200
CANAOIAN SALES OFFICEFlockwel¡ lnlernalronal olCanada Ltd214 Bayvrew DrrveBårrie. Ontaro L4M 5N2Phone: (706) 737-4161Telecopy l705l 722-3730Terex 610-392-0247
HE.AOOUARTERSMeasurement & FlowConlrol Drvrsion400 Norlh Lexrngton AvenuePrttsburgh, PA 15208Phoneì {412) 247{æ0
INTERNATIONAL SALES OFFICEMeasurement & Flow Control Drvrsron30 Globe Avent¡eTexarkana. AR 75502Phone (501) 773-5126Terex 5108756856ïelecopy (50t) 773-5212
FOR CUSTOMERS IN THE UNITED STATES:OIRECÍ TO FACTORY TOLL-FREE PHONE OROERS: From Northeasrernand M¡d-Conlirì€nl ârea slales, ercepl Pernsylyania. phone B{þ/245-4095.. From Pãtnsylyania: Phone 800/342-2651 . From Soúheaslern, South-we3lem and Weslem area slates, Phoñe: 800/24t4058.MAIL OROERS OIRECT TO FACTORYSend to: Otd.r Oeparlmenl, Rækwell lnlerñãt¡onrt. Bot 487, Uniontown. pA l54Oi
øf Rockwell lnternatlonal
wher€ scr€nce q€ts down lo txJstness Or.^r^^!^lrC^
Neptune Water Division
4g
Features Performance.ßOLL.SEALED REGISTER> Êlliminates leaking and fogging> Magnetic drive, lowtorque registration> Straight reading, large numerals> Glass lens for legibility> Low flow indicator to detect leaks> Bayonet mount to allow in-line service
ability> Tamperproof seal pin to deter theft
CAST BRONZE MAINCASE> Sturdy, durable, corrosion resistant> Proven lifetime material> Resists internal pressure stresses and
externaldamage> Handles in-line piping stress> Electrical grounding continuity> Residualvalue> Flanged or scrs/v ends
NUTATING DISC MEASURINGCHAMBER> Synthetic Polymer (SP)or Bronze> Proven accuracy-all flows> Excellent low flow accuracv for
lncreased rs/enue> Minimum head loss> Corrosion resistant> Floating chamber design
Every Neptune T-10 water meter meetsor exceeds the latest AV1A¡VA Standard,C7O0-77.lts nutating disc, positive dis-placement principle is time proven foraccuracy and dependability since 1892,ensuring maximum utility revenue.
ConstructionThe Neptune T-10 water meter consists
of three major component assemblies: aroll-sealed register, a cast bronzemaincase and a nutating disc measuringchamber.
The direct-reading register assembly isroll-seaied, eliminating lens fogging, andis coupled to the measuring chamber bya magnetic drive. The register contains alow flow indicator for leak detection and,for reading conrenience, can be mountedon the meter in any of four positions. AIsoavailable are remote reading registers forNeptune's ARB (Automatic Reading andBilling) System, the Pulser-RM visualremote system, and the Tricon/S andTricon/E systems. The register is securedto the mancase via a tamperproof seal pin.
The corrosion resistant cast bronzemaincase will withstand most serviceconditions: internal water pressure, roughhandling, and in-line piping stress.
The innovative floating chamber designof the nutating disc measuring elementprotects the chamber from frost damagewhile the unique chamber seal exlendsthe low flow accuracy by bonding the -
chamber outlet port to the maincase out-let port. The nutating disc measuringelement utilizes corrosion resistantmaterials throughout and a thrust rollerto minimize wear.
WarranV andMaintenenceNeptune T-10 meters are warranted byNeptune Íor performance, malerials, andworkmanshio. Neotune further offers anoptional post-warranty maintenanceprograll for extended service life.
When desired, owner maintenance is
easily accomplished either by unitizedreplacement of major components or byparts repair of an individual component.
NeptuneT-10
ï-10 Cold Water MetersS|ZESll/z'&2'
SchlumbeqerNeptune Water Divisron
SpecificationsAPPLICATION
Cold water measurement of flow ¡n onedirection.
MAXIMUM OPERATING PRESSURE1 50 psi (1 034 kPa)
REGISTERDirect reading, center su,eep, roll-sealed,
magnetic drive with lor¡/-flow indicator.
MEASURING CHAMBERNutating disc, vulcanized hard rubber.
CptionssrzEs
1Vz" flanged or scrq,v end2" flanged or screvtr end
UNITS OFMEASUREU.S. GallonslmperialGallonsCubic FeetCubíc Metres
REGISTERTYPESRemote Reading
System options:ARBPulser-RMTilcon/STricon/E
MEASURING CHAMBERSynthetic Polymer or Bronze
COMPANION FLANGESCast lron or Bronze
REGIONAL SALES andSERVICE OFFICES
@ Copyright 1989 Schlumberger lndustnes, Inc
Normal Operating Range@ 100o/o Aècuncyl¡ l-si%l
2 to 100 US gpm0.45 to 22.7 mslll
5 to 100 US gpm1.1 1o227 m3lh
3/n US gpm0.17 m3lh
2t/z \o 160 US oom0.57 to 36.3 m-'ilh
1 US gpm0.23 m¡/h
REGISTRATION
Regislration (per sweep hand retolution):lVzn 2n
100 US Gallons100 lmperial Gallons10 Cubic Feet1 | Cubic Metre0.1 Cubic Metres
I
I
II
Register Cagacity (6 wheel odometer):
1Y2 2"100,000,000 US Gailons100,000,000 lmperial Gailons10,000,000 Cubic Feet1,000,000 Cubic Metres
100,000 Cubic MetresDIMENSIONS
MeÞrSize
A Bc o
En/mm
ApPfnx.Wþiqht
S.P. - 8¡z-lbs/kq tbs/kq
std ARB Pul r [ËäqgPer lnch
fhÞadType
1 t/2"Scrar End
127s321
StAa205
ö1/a206
Es/ta'217 9tt/t6252
1 11/2 t,/2NPT
Zele 2712.2 1À 4
'l 1/2"
Flanged End13
33081Aø205
öt/s206
ðr/¡ø217
9tr/ta252
1416 3114.1 r 5.9
2"Scrq,v End
151h387
97/¡ø240
V/tø237
9s/¿
2481'l \/8 l1t/z
NPT3VøIJ
3415.4
4018, 1
2',Flanged Enc
17432
97/ts240
95/ta¿,5I
93/¿248
1 1Vs283
3VB79
3817.2
4420.0
ACCURACY CHARTS
2"
11/2"
2"
T1GINTER ]/89 15K
rS Series OP400/500
PosÍtive Displåcement MetersSizes íle'-31+'-Itt
-ILlzo -2'DESCRIPTION
The Hersey Series OP400/500 are positive displacement, cold water meters.All meters in the series consist of a main case, ¿ul oscillating piston type measur-ing chamber, a sù¡ainer, a removable top llrlz",2") or bottom lul"', "¡oo,lf plate,and a magnetically driven register assembly. The main case is bronze. For theíleu,gl¿u and 1" models, the measuring assembly is a top-in and bottomout designconsisting of the rqeasuring chamber, the piston, a¡rd chamber top assemblywith drive ba¡ and magnel. For the 1.rlz" and 2"models, lhe measuring assemblyis a bottom-in and sideout design.
Registers a¡e available with center sweep hand, straight readingindicatingcubic feet, US gallons or cubic metres, and have a low flow leak detectionindicator.
OPERATIONSeries OP400/500 Met¿rs are designed to operate on the oscillating piston
principle. In basic terms, this design principle utilizes a piston mechanicallyaligned in a measuring chanber. lüater flow causes the piston to rotate, witheach piston revolution being equivalent to a known volume of water (thecontents of the measuring chamber). This "measu¡ement" is transferred bymagnetic drive and reduction gearing to a straight reading sealed registerfor display.
APPLICATIONOP400/500 Meters ale designed for use in cold water supply lines, such as'
residential or small commercial applications. Also specified cold water installa-tion where water volume and flow rate is at or below rabed capacity.
PFODUCTS.INC.
FEATURES
Low flow sensitivity.
Magnetic coupling assured at allflow rates.
Built-in strainers.
Removable measuring chamberfor in-line service.
R¿mote meter reading registeroption.
Low flow leak detection indicatoron register.
Appnrvals include: AWWA C700
Series OP400/500
MATERIALS AND SPECIFICATIONS..'=Melercase .. " bronzeMeter bottom plate . . . . bronze or cast iron*Measuring chamber . graphite-impregnated
thermoplasticThrust bearing insert . . . molybdenum loaded nylonPiston " lhermoplasbicDivision plate . . . molybdenum loaded nylonDriving bar . glass bead loaded nylonStrainer . . polyacetal resin (2"stainless steel)Registercan.. ....90?o copperalloyRegisterhousingandlid . . polyacetalresinorbrassRegister support ring . . ABSRegistergearing .....plasticNumberwheels ....polyacetalresinLens . tempered glass.r5/a'and l'onlv
End connections . . 'lan,s¡o',1"external straight pipeth¡eads (ANSI 82.1). Bronze or
polymer coupling nuts a¡e available(1" coupling available in bronze only).
ILlz',2'twobolt oval or internaltaper pipe th¡eads available, bronze
coupling nuts and tailpieces forth¡eaded end meters.
End flanges ,lLlz",2" . . . . . twobolt oval, 2-bolt cast iron orbronze companion fl anges available.
Maximum rated working pressure 150 psiTbmperatureranç ....33o-120"FNûfE: Hersey Positive Displacement water met€rs comply with the lateststanda¡ds adopted by the American Water Works Association Sta¡da¡dC-700. Cold Water Meters.
FLOW CHARACTERISTICSAccuracy " .1007o+1.57o ol actual inputNormal Operating Flow RangeOP43olula').. .....1-20gpmoP430 lsle" x glt"l . .7-25gpmOP442(3ln"l .. .....2-30gpmOP452(I'1 ... .....3-50gpmOP562lLllz'l .
OP572(2')... .. ".8-160gpm
Low Flow Accuracy (at977ol
OP430 (6le') .. . ÌågpmOP430l5le"xslt") .... r¿pmOP442(314"1 .. . r/zpm
ïliïilil",, :: :: : : ::: ::: :: : :::: : 'l;i,x j
OP572(2!'1... . .2gpm ¡
AccuracY'51a" X \2" andfla" x Sla"PERFORMANCE (Performance curyes are typical only and not a guarantee of performance)
RAIE OF FLOì¡/ - U.S, GPM
Accuracy -Bl¿u x 3l¿"
ot¡JEt¡J
ø(4TIJ
Fzt¡Jo(rl¡l
oUJÉ.u¡
ø('LlJCE
l-zt¡t
LUG
-U)o"
IJJ(rfU'U)[rJ
o-lloÜtU'oJ
-U'(¡j
ut
U)(t)uJ(EÀtro<n<n
:J
Head Loss - sle" x \2" and,íla" x glt"
RATE OF FLOìA/. U.S. GPM
Head Loss - 3/¿"
ÀPPENDIX B
IIÀNUFACTURER I S LTTERÀTUREON TURBINE I{ETERS
w-838Rt
SERIES "W''
Ti¡rbo-Meters2I RockweuMOOEL W.f2O DR
BRONZE MAGNETIC DRIVEFLANGED
END CONNECTIONSSIZE 11/2" (DN 40mm)
Llúcl$ll lacrîÊErål
anÈrf I ,^rÐ ÞÊ -
Araê
DIRECT READING REGISTERS
MODEL W-120 DR Turbo-Meter is based on the turbine principle ofme^asurement;.its operating range is from 4 to 120 gallons'per m¡nute(u.y ro z/mr/n) wtth arccuracy registration of 1000/o +1.50/o of actualthruput.
ROTOR: The .thermoplastic rotor w¡th graph¡te bearing rotates on achrome plated sta¡nless steel shaft. Thé rotor assembly is weightlessin water, thus adding to bear¡ng l¡fe.
SERVICE
OPERATING RANGE
ACCURACY
LOW FLOW
PRESSURE LOSS
MAXIMUM OPERATINGPRESSURE
END CONNECTIONS'
PIPE LENGTHOPENING REQUIRED
REGISTER
METER REGISTRATION
MATERIAL
Where fluid flow is in one direction only
Continuous Flows: 4 to 120 gpm .
(0.9 to 27 m:/h)lntermittent Flow: 160 gpm max.
(36 ms/h)
100o/o t 1.5o/o of actual thruput
950/o at 3 gpm (0.7 m3ih)
13.5 psig at 120 gpm(.9 bar at 27 mslh)
150 ps¡ (10.0 bar)
Flanged: 1t/¿" size, two bolt oval, AWWA125 pound class
Flanged: 131h" (337 mm)
Hejmetically Sealed Direct ReadingRegister with Low Flow lndicator-
100,000,000 gallons100 gallonsisweep hand revolution
10,000,000 cub¡c feer10 cubic feet/sweep hand revolution
'100,000 m¡0 1 mr/sweep hand revolut¡on
l¿laincase-BronzeMeasuring Chamber-B ronze/
Thermoplasticmoplaslic
Thrust Bearings-Tungsten CarbideMagnets-Ceramic
'Only flanged end connecÌions are availaþle
't02l4
12
Head Loss Curve
5 15 25 40 50 65 75 90 100 110 120
RATE OF FLOW_U S. GALLONS/MINUTE(wrTH RESTFtCT|ON)
F !01zU 1oo
o-* ggIòsa
ir97?s6
t-(n "'JUoÀ<U'i9
9520 30 40 50 75 1oo
FATE OF FLOW_U.S, GALLONS/MINUTE
Accurary Curve
Slra¡ghteningVane Assembly
Directionof Flow
F-Bolt Ci¡cle
G-No. of BoltsH-Size of Eolts
NOTE: lFor continuous ffows; '160 GPM (36m3/h) maximum for intermittent flows
Sealed Register
Adjusting Vane
Maincase
MeasuringAssemblyChamber
Flow Tube Face Plate Assembly
{\
Meterand Pipe
Size
Normal OperatingRange GPM
Minimum Maximum
DimensionsNet
WeightShippingWeightConnections A B c D E F G H
11/2"DN 40mm
40.9m¡/h
120f27mtlh13" Flanged
13" 6Yz" '/16 o' Zs/tø" 4 2 '/a 24 lbs. 29 lbs"330mm 165mm 24mm 153mm 59mm 102mm 2 16mm 10.9 kg 13.2 kq
d pressure tested orior loIo insure valid registrationors should be considered
1 Do not install check valves or pressure reducing devices upstreamof the meter.
2. Externally weighted check valves and pressure reducing devicesshould not be located closer than five (5) pipe diameters downstreamof the meter.
3 Unweighted check valves should not be located closer than three (3)p¡pe diameters downstream of the meter.4 ¡eam of the meter should only be full-open
Ives are acceptable if they are five (5) pipeream from the meter. Downstream, eitheran be used.
It ¡s recommended that a bypass p¡pe and gate valves be provided soservice will nol be interrupted duiing mainienance. A tesi tee.shouldÞe rnstailed downstream of the meter for field test¡na.
roaltttl fl|t tltt.fl¡ lt¡tata / t',,nfaC0ltUtC ,4// rltll tFt _ l!¡mt !r¡ ilt'rr
Remote systems-For use with all s¡zes of Rockwell water Metersted Meter Reading and Billing System-isremote system suitable for indoor and/oric Communications Reg¡ster (ECR) uses alhe meter and an outside remote Touchpad
power requtred
Head Pitl¡d (TR/PL) modut readwithout l¡fting the meter ¡ster,
d to the PitLid modute, is ng al¡d mounted module to read en tn
A non-remote version of the TouchRead,,' System is also available forp¡t-set meters. lt uses a data transfer modJle bu¡lt into the top of theregrster (TR version) or a simrlar module which can be later converted
to a w¡red remote, or connected to an ínterface un¡t for centralizedbilling, (the louchRead Convertible (TRC) version.)Ail versions can beread with a visual readinq device, and/or a cassettê tape or Solid Statelnterrogator/Recorder.Sell Generating Remote (GTR)ln th€ GTR remote.system a metef generates and transmits an elec-tncat putse vta a wtrecl connect¡on to a remote totalizer. The meter's9enerator unit is submersible. See data Sheet W-g93
Electronic Registerslmpulse Contact Regìsters and High Speed pickup Registers areavailable for use with Act-Pak.r lnstrr.lmenis Íor remote monJtorino andcontrol, based on flow rate and/or totalization. See data Sheet E-_11.12& E-1r16
Measutement and Flow Conlrol Oiv¡sion400 N Lexrngton AvePiilsburqh. PA 15208ll ßË1"î¡q["",
Neotune Wãter Division
,r. ',
Features
NOUI.ST¡IED REGISTER> Magnetic drive> Low torque registration> Straight reading, large numerals> Glass lens for legibility> No fogging> lnline serviceabiliÇ> Tamperproof seal design
CAST BRONZE MAINCASE> Durable, corrosion resistant> Proven lifetime material> Lightweight> Compact size, easy to handle
TURBINE MEASURING ELEMENT> Widest flow ranges available at 100
t1.50/o accuracy> Excellent low flow sensivity> Direct coupling of rotor to gear train
prs/enb sl¡ppage and assures accurateregistration
> I nterchangeable measuring element> I n-line serviceability> Stainless steelcalibration vane
terlorr-nance
Neotune Turbine water meters offerhe widest flow range of any turbine meterson the market. All Neotune ïurbine water
meters meet or exceed the latest perfor-mance and accuracy requirements ofAM/VA and maximum continuous flowrates may be exceeded by as much as250/o tor i nterm ittent per¡ods.
ConstructionNeotune Turbine water meters consist
of a rugged bronze maincase, an AWWAClass ll turbine measuring element and aroll-seaied register.
The bronze maincase iscorrosion resis-tant, lightweight and compact. lnlet andoutlet connections are flanged. Neptunestrainers are available to orevent debrisfrom entering the meter, and to reducethe effects of uneven water flow due toupstream piping variations.
The Unitized Measuring Element(U.M,E.) allows for quick, easy, in-lineinterchangeability. Water volume is mea-sured accurately at all flows by a speciallydesigned assembly. Exclusive dual out-board graphite bearings provide equalizedrotor loading for accuracy over a broadflow range. The thrust compensated rotorconfigurat¡on relieves pressure on thethrust bearings which minimizes wear andprovides sustained accuracy over an ex-tended operating life. Direct coupling ofthe rotor to the gear kain eliminates
NeptuneTurbine
Neotune Turbine MeterSIZES 11/z' ,2" ,3" , 4' ,6" , B' , 10"
revenue loss due to slippage during faststarts and line surges. A stainless steelcalibration vane allows in-field calibrationof the U.M.E. to lengthen service life andto assure accurate registration.
The roll-sealed register eliminates leak-ing and fogging. A magnetic drive couplesthe register with the measuring element.All Neptune Turbines can accommodatedirect reading registers, or remote readingregisters such as Neptune's ARB(Automatic Reading and Billing) Systemand the Pulser-R M Visual Remote System,ïricon/S Batch ControlSystem, &Tricon/E Electronic Pulse Unit.
Warrantv andN /.¡irrlnrrrvrd rf ìLel' ìat ìue
Neptune provides a limited warranty withrespect to its Turbine meters for perfor-mance, materials, and workmanship.Neptune further offers an optional post-warranty "Flevenue and Asset Main-tenance" prograî for extended service life.
When desired, owner maintenance is
easily accomplished by in-line replacementof major components.
Schlumberger
Neotune \ åter Division
APPLICATIONCold r¡¡ater measurement of flow ín one
direction.
MAXIMUM OPERATING PRESSURE150 psi(1ffia kPa)
REGISTERDirect reading, center sr¡¡eep, roll-sealed,
magnetic drive, with lowflow indicator.
MEASURING ELEMENTAMIVA Class I I Turbine, duaj suspension.
stzEs1V2" -1Ot'
UNITS OF MEASUREU.S. GallonslmperialGallonsCubic FeetCubic Metres
REGISTERTYPESRemote Reading System Options.
ARBPulser-RMTricon/STricon/E
COMPANION FLANGES1t/zu & 2" (Oval) Bronze or cast iron3' ,4" & 6" Bronze or cast iron8' & 10' Cast iron
STRAINERS2" -6" Bronze8" & 10' Cast iron
'Contact faclory for performance spec¡fications.
REGIONAL SALES andSERVICE OFFICES. NORTHEAST: 175 Derby St., Suite 8, Hingham,MA 02043, (617) 749-5080 . MIDWEST: 14700Farmington Rd., Lir,onia, Ml 48154, (313) 421-3065. SOUTHEAST: Hwy 229 South, Tallassee, AL36078, (205) 283-6555 . SOUTHWEST: 14285Midway Rd , Suite 170, Dallas, TX 75244,(214) 404-8251 . WEST: 1 1 725 Willake St , SanlaFe Springs, CA 90670, (2131948-4428. CUSTOMER SERVICE: 1.800.645-1892CANADIAN SALES: . Neptune MeasurementDrvrs¡on, 7275 M'bst Cred¡t Ave , ¡/¡ssrssauga.Onrario, LSN 5M9, (4 r 6) 858-421 1 ,
FAX (4 1 6) 858-0428
(9 Copynght 1989 Schlumlærger lndustnes, lnc
(OPERATI NG CHARACTERISTICS
MeterSize
Normal Operating Range@ IOOEí Accuracy(t 1.5%)
AWWAStandard
1Vr" 4 to 160 US gpm0.91 to36.3 msih NA
2" 4 to20O US gpm0-91 to45.4ms/h
4 to 160 US gpm,9'1 to 36.3 ms/h
3" 5 to 450 US gpm1.1 to 102 ms/h
I to350 US gpm1.8 to 79.5 ms/h
4 '10 to 1,000 US gpm2.31o227 molh
15 to 630 US gpm3.4 to 143.0 mo/h
6" 20 to 2,000 US gpm4.5 to 454 ms/h
30 to 1400 US gpm6.8 to 317,9 ms/h
I' 35 to 3,500 US gpm7.9 to 795 ms/h
50 to 240O US gpm1 1.4 to 545 ma/h
10" 50 to 5,500 US gpm1 1 .4 to 1.249 mzlh
75 to3800 US gpm17.0 to 863 ms/h
REGISTRATION
Reglstratlon (per srveep hand rcvolutlon):1Vz" ,2' ,
3' ,46",8n,
10"1,000 US Gallons1,000 lmperial Gallons
100 US Gallons100 lmoerialGallons100 Cubic Feet
'10 Cubic Feet10 Cubic Metres
1 Cubic Metre
Register Capacity (6 wheel odometer):1Y2",2",
3n ,4'6n ,8"
10"1,000,000,000 US Gallons1,000,000,000 lmperial Gallons
100,000,000 US Gallons1 00,000,000 lmoerial Gallons100,000,000 Cubic Feet
10,000,000 Cubic Feet1 0,000,000 Cubic Metres
1.000,000 Cubic Metres
DIMENSIONS
MeterSize
Ain/mm
Bin/mm
cin/mm
Din/mm
Ein/mm
Fin/mm
Gin/mm
Weightlbs/kq
1Y2" 10254
6Vztoc
| ,/a
18113/q44
3/^
1941/z114
53/et.5 t
1986
2" 10254
6Vz 7s/a194
21/a54
l1/
2141/z114
5s/ø143
20Y. I
12,lñq 73/a
187103/a264
33/¿95
s/a
to6
1527Vz191
4018.1
1Á
35683/s¿ t,)
1 15/s295
4Vz114
3/t
19I '/2191
9229
5223.6
6" 18457
11Vz¿J¿
141/a,l(O 51/z140
.l
259Vz241
11
279ltJ
52.28" 2Q
5Uö13
JJU16Ve410
63/t171
| ,/E
¿Y1 13/q
298I J'/2J4J
19588.4
10" 26oou
tc381
11s/a473
I203
1Vq32
1 4V¿JO¿
to406
275t¿+ I
f
' Nole: 1 72 " & 2" Conneclions are oval3"-10" Connections are round per ANSI 816 1 Class 125
Turbine 1/89 15K
+tersPRODUCTS. INC.
FEATURES
Patented Retro-Thrusto design forbetter accuracy, long life.
Internal Strainer
Thmper-proof, moistureresistant register.
Durable, corrosion resistantbronze case.
Compact models for installationflexibility.
Modular design for easy servicing.
Accurate over a greater tempera-ture range than conventionalpiston or disc meters.
Tl¡rbine desÍgn allows sand andother small debris to pass throughthe meter without affectingoperation.
Light weight for easy installationand lower freíght/handling costs.
Flexible register clamp bandpermits positioning of register forconvenient readÍng.
AWWACTOI class I.
MugnetÍc fhive VerticalfüúineMeterSizes 3l+" -Itt -LLlz" -2" -3" - 4tt -6ttDESCRIPTION
The Hersey Model MVR series Magnebic Drive Vertical Thrbine Meter is
al to maintain, both the register a¡d interior componentsc ut removing the meter from the line. MVR rneasuringc urately in temperatures up to lB0.,F and'a¡e unaffectidby sand and olher small debris that may jam o[her mebers.
OPERATIONIn normal operation, the polypmpylene rotor is the only moving part of the
MVR exposed to water. Hersey's exclusive RetroThrust@ design assures maxi-mum operating life by bearing at highflow rates. At low flow bearing floatsagainst the sapphire b
The all bronze case houses a magnetically-driven register with center sweephand, straight reading indicating either cubic feet, cubic metr€s, or gallons.
APPLICATIONThe MVR can be used for any courmercial or residential installation where
space is tight, where flexibility is needed to meet required flow ranges, wherewater temperatu¡es are elevated between 80'F and 130"n or where sand parti-cles or other small debris mav be a problem.
lVlodel lvlvtt
ModelMVR
IVIATERIATS AAID SPE CIFIC,AI IONSMetercase. ...bronze3l¿'-6'Measuring chambe¡ . . plastic 3lt"-6'Rotor. .plasticsl¿'-6uRegister ...........plasticRegister box and lid . . . . . plastic 3l¿"-4"i bronze - 6"Casing bolts . . stainless steelSbrainer .....plasticsl¿"-lrlz"istainless steel2"-6"End detail 3/¿": externa-l straight pipe
bh¡eads (only); compact 1/2,
slt, or l" spuds; standa¡d 3/¿
or 1" spuds; bronze metercouplings available
1": external straight pipeth¡eads (only¡; compact andsüanda¡d L" or ttl¿" spuds;bronze meter couplingsavailable.
11/e": internal taper pipe th¡eads(onÌy); standa¡d or compactlVz'NPT flanged wiüh castiron or bronze twobolt ovalfl-g"t twobolt comP¡nig¡flanges cast iron or bronze' available.
End detail . 2": internal taper threads (only);standa¡d or compact 2'NPlÌflanged wilh cast iron orbronze twobolt oval flaage;two-bolt companion flangescasü iron or bronze available.
3",4",6"i End flanges ANSI class 150standa¡d. Companion fl anges(optional) ANSI class 125,cast i¡on or ANSI class 150,bronze.
Maximum rated working pressure . . 150 psiTbmperaturerange . ....33"-130"F
NOTE: Hersey Magnetic Drive Vertical Tb¡bine water meiers comply withthe latest standards adopted by the American Water Works AssociationStanda¡d C-701. Cold Water Meters.
FLOW CHARACTERISTICSAccuracy ...100Vo + l"íVo of actualinputNomal Operating FIow RangeMVRSOMVRsOMVR1OOMVR160MVR350MVR650MVR1SOO . . 15.0 - 1300 gpm
1.0 - 30 gpm1.5 - 50 gpm
2.0 - 100 gpm3.0 - 160 gpm4.0 - 350 gpm5.0 - 650 gpm
Low FlowMVRsOMVRsOMVR1OOMVRl60MVR350MVR650MVR1300
PERFORMANCE lPerformance cr.rrves are typical only and not a guarantee of performance)
-ØI
t¡¡
)tt)U)r,¡J
lJ-
U'(t,oJ
Accuracy-3l¿" and,Lt'
98
vo
94
Y¿
90
88
Head Loss -3l¿" and l"
Magnetic Drive Vertica! Tl¡rbine Meter
Accuracy -7rlz" and2"
PERFORMANCE (Performance curves are typical only and not a guarantee of performance)a7 Accuracv -lrlz" and2" l.r^^) t ^-- 11t-,t -- t qn
oluuJFdtlJ
F-zl,,lJ()uJ
BAÏE OF FLOW- U,S. GPM
Accuracy -3" and 4"FATE OF FLOW-U S, GPfuT
Head Loss - 3" and,4',
JU)
Ir.¡Jfr
ØU)uJEo-lJ-
U)U)
I1
ôuUJF(n
TIJÍFzul(J
UJ
Head Loss - Ulz" and.Z"
120 140 160
RATE OF FLOW-U.S GPM
Accuracy - 6"
02009896943¿
9088oo
400RATE OF FLOW_ U.S GPM
RATE OF FLOW-U,S. GPÀ/
Head Loss - 6"1
(n
¡1t¡J
¡1
UJ
tl-
U'U) 4
Ð
WEIGHTSsrzE(ilodel)
3lt"lMvR 30ì lMvR s0ì
11n"lMvR r00ì lMvR 160r
3"(MVR 3s0) lMvR 650ì
6nfMvR 1300ìNel-Wt. Standa¡d. Lbs. 5 10 38 68 f40Net Wt. Compact, Lbs. 4 7 10 16
r.Emare, Los.11 l7
Net Wt. 2.bott. Lbs.13 20
Gross Wt. Standard, Lbs. ô 't2 4A 70 170Gross Wt. Compact, Lbs. 5 I '11 t8Gross Vt/t. Female. Lbs.
12 19
14 22
Model MVR
ÐIMENSIONS 3l¿" andl"slzElModell
1/tu
tMvR 30ì IMVR SOI
Maximum Width 31t' 4'Ut"
A (Standard) I 1islt"A (Comoact) 7112n I'B 1lql6" 24a"
5112n
DIMENSIONS lttz" and,Z"
stzElModelì
1íh"(MVF 1001
2"lMvR 160ì
Maximum Widlh (female) 4qb" 5q¡"
Maximum W¡dth (2-bolt) 5qb' 51fio"A (Standard-female) 'lzsls' 15114',
A (Compact) ox 10112"
A (2-bott) 13n 17n
I zEs" 3
c 54¿' 6114"
Compact
Z-Bolt Flanged
c
DIMENSIONS 3,,, 4,, and, 6,,
srzE(Model) tMvR 350ì
4"tMvR 650t
6"MVR 1300'
Maximum Width Vlsn 94¿" 'l24an
12' 14', 1g',
B 348" 4qa" 6n
87ha" 9Ta" 12eha"
.:¡!i
-
llow Retro-Thrrusttll
reduces wear Dy morethan 5070 .. .
Available as a standard feature ofHersey MHR and MVR T\rrbineMebers, RetroThrusto design provides long t¡ouble-f¡ee service incondi tions that traditional meterscould not handle.
Hersey's patented HelreThrust@rotor action contribut¿s to longermeter life by divirìing wear betweentwo bearing points. At low flowrates the rotor's tungsten ca¡bidethrust bearing floats ageins¿ ¿þs
Low Flow Medium Flow High Flow
sapphire bearing in_the bronzemeter casing. As flow rates increase,the rotor moves upstream and awayfrom the lhrust bearing. At highflow rat¿s bhe rotor's slainless steelshaft rests'gently on the upstreamsapphire bhrus t bearing, virüuallyeliminating wear.
Determining FlowCharacteristics
Determining the flow cha¡acleris-lics ofyour instailation is the firstand most important step in specify-ing a water meter.
Besides the flow rate, it is essen-lial to consider water pressure,volume and any significant fluctua-tion in flow rate, watcr temperatu¡eor any other unique installationrequirement that impacts metersize, placement or capacity.
Gen-a-readerú
Remote Rcading SystemMosb Hersey lVater Meters offer
a remote reading system option, theGen-a-reader@. Sealed in a sbrongpolycarbonate housing, the Gen-a-reader features a highly legible andcompact outside counter for preciseand easy readings. Self-contained,complete with int¿rnal generatingsystem, there is no need for ex-ternal power. An optional glass orbronze water-tighü enclosure isavailable.
Dimensional checks on the MVR top case are programmed for accuracy onelectronic coordinate measuring equipment.
Hydraul.ic testing of large fi¡eline meters, l.ike this ModelMFM II, before shipmeît. ',
APPENDIX C
INFOR!,TAIION ON PACIFIC NORTTIWEST EXPERIENCE
Re:
KERR WOOD LEIDAL ASSOCIATES LTD,CONSULTING EA/G/NEEBS
1 39 WEST 16th STREET. NORTH VANCOUVER, B.C. V7M 1T3 PHONE 985.5361
September 12, 1989.
FAX NO.985-3705
DISTRICT WATER SUPPLIES
Mr. 1. W. Van der Gulik, p.Eng. rPro j ect [f anagêE ,Ministry of Agricult,ure and Fisheries,101 33832 South Fraser Way,Abbotsford, B.C. V2S 2C5
Dear Sir:
DEMÀND MANAGEMENT OF IRRIGÀTIONFlowmetering and SchedulingPacif ic Nort,hwest ExperienceOur File No. 376.001
Further to our discussion on September 6, l9g9r rirê forward here_with a copy of the Record of phone Call to each of the follow-ing:
The Da1les Irrigation District, OregonTualatin_ValIey Irrigation District, OregonLake Chelan Reclamation District, I,Iashinqtonus Bureau of Reclamation, rdaho regional officeus Bureau of Reclamation, colorado headquarters
Key points to note are identified as follows:only a handful of Pacific Northwest irrigation districtsmeter the service connections, mainly becaule the USBR re-quired it in conjunction with system reconstructionunlike B.C., irrigation syst,ems do not serve domestic users
although each district has an irrigat.ion allotment, flow con-trol devices are not used; thus, extremely high rates of un-controlred water use can/do result in ',metèr b-urnout"
met.ers are used mainly for bilring purposes as werl as forregurating water use during peak- oLmaio periods (i.e. tomatch pumping capacity)
2
Mr. T. I^I. Van der Gulik, p.Eng. ¡
Page 2,September L2, 1989.
Lake cheran is the only district with turbine meter experi-ence that may be directly applicable to the B.c. situatiónthe usBR is currently putting a considerable research anddevelopment effort into a high t.ech system called AGRTMET forirrigation scheduling; there may be än opportunity for B.c.involvement
similar to Ehe B.C. situation, water is cheap such that thereis little incentive to conserve
In conclusion, the foregoing research effort has been invaluablein providing an improved insight inÈo metering experience else-where. This insight has reinforced the earrier imp-ression (basedon the literature search) tnat our st,udy is indeed breaking neh,ground
Yours very truly,KERR !,IOOD LEIDAL ÀSSOCIATES LTD.
K.A. Stephens, P. Eng.Project, Engineer
KAS/mpEnc1s.
KERR WOOD LEIDAL ASSOCIATES LTD.
DATE: September 5, 1989
TO: Our File No. 376.001
FROM: Kim A. Stephens, p.Eng.
RE: MAF IRRTGATION STUDYThe Dalles lrrigaÈion DistrictExperi.ence with Flowméterino
KERR WOOD LEIDAL ASSOCIATES LTD.CONSULT//VG ENG/NEEFS
139 WEST 16th SIREET, NORTH VANCOUVER, B.C V7M 1T3 PHONE 985.5361 FAX NO. 985-3705
RECORD OF PHONE CALL
Based on a lead provided by BrianUSBR office in Boise, Idaho, whophone number (1-503-296-3366) forrict in Oregon.
Harvey of the VID, I phoned thein turn provided me wiÈfr theThe Dalles lrrigation Dist-
Key points noted in discussion are summarized as forlows:' Contact Names
Don Dean, Operations ManagerUna-Mae Harmon, secretary (25 yr. employee)
Description of System
located 85 miles east of portlandpump directly from Columbia RiverI pump stationspressurized system; buried distribution mainssystem constructed by USBR in 1965good water quality
Itater Users
6000 acres of orchards225 water userslargest farm is 350 acres, with the average size in therange 20 to 50 acres
2
Page 2 |September 5, 1989
RECORD OF PHONE CALL - continued
' Irrigation Connections
PARCEL SIZE( acres )
CONNECTION SIZE( inches )
15 to 25
25 to 40
over 40
3
4
6
30 connections e 1-inch serve residential properties(i.e. less than l-acre in size)
' Irrigation Àllotment
4.L USgpm/acremost'take 6 USgprn until supply situation gets seriousunder some conditions wilI a1low 12 USgpm/acreno flow control devices except for problem individuals
' Need for Flowmetering
monitor erater use in order to match pumping capacityenables them to identify who is exceeding the waterallotmentthe water allotment not based on water conservationonly one other Oregon irrigation district meters wateruse
' Types of lleters
mostly Badger propeller meters (note: some kind of non- :
standard unit)have some Badger turbine meters that have been installedfor about 5 yearsthe majority of the meters are in the 3u to 6" size range ,
KERR WOOD LEIDAL ASSOCIATES LTD.
3
Page 3,September 5, 1989
RECORD OF PHONE CALL continued
Need for Ì,taintenance
read meters every 6 weeks and complete minor servicing atthe same timeoverhaul propeller meters every lO-yearsturbine meters have not yet, needed maintenance; butthinks 1O-years wilI still be applicableproper sizing has a direct rerationship to repair inter-va1drain pipelines and leave meters dry over the wintermonths
lleter Installationuse concrete pipe sections (e.g. 54u ø for 3,, Ø neter)typically 3 ft. ro 7 fL. depthdirect reading of meter registerdisagrees with burying metérs; in the long-term, it paysto have accessof interest, the meter chamber accounts for harf the costof a service connection
Rate Schedule
in effect for 15 yearshas worked welIwhile not specifically geared todoes include a penalty clause forbasic allotment is 2 acre-fE/acre
waLer conservat.ion itexcessive water usewith penalties asfollows:
' first 6-inches over the 2' anything additional
acre-ft 1409 charge180å charge
KERR WOOD LEIDAL ASSOCTATES LTD.
.- -a+1: *! r? â
KERR WOOD LEIDAL ASSOCIATES LTD.CONSULT/NG ENG/NEEFS
139 WEST 16th STREET, NORTH VANCOUVER, BC VTIVI 1T3 PHONE 985-5361 FAX NO.985-3705
RECORD OF PEONE CALL
DATE: Sept,ember 6, 1989
TO: Our File No. 376.001
FROM: Kim A. Stephens, P.Eng.
RE: I,IAF IRRIGATION STUDY. Tualatin Va1ley Irrigation District
Experience with Flowmetering
Based on information provided by Don Dean of the Dalles IrrigationDist,rict, I conÈacted Èhe Tualatin Valley lrrigation District(telepone: 1-503-357-3118) in Oregon. Key points noted in dis-cussion are summarized as follows:
' Contact Nenes
CaI Kramer, ManagerTom Vanderplaat, Assistant Manager (who spoke to me)
' Description of System
located 25 miles south of Portlandpump directly from Tualatin River, a tributary of theWilliamet.t,e River, to a storage reservoir (Z acre-f t)pressurized distribution system (155 psi); buried distri-bution mains (6-inch to 60-inch)in addition, indívidual farms pump directly from theriverrelatively clean water because of screening systemsystem constructed by USBR
' Iùater Users
District coverage is 12 square milesirrigation system only; no domestic connections10r000 acres irrigated (wheat, clover, berries, andnurseries )
325 water usersparcels typically less than 100 acres
.... 2
Page 2,September 6, 1989
RECORD OF PHONE CALL - continued
Irrigation Connections
mostly 3/4/6-inchmaximum is 12-inch
Irrigation AllotmenÈ
6.1 USgpmr/acre (versus 5.6 under State 1aw)no flow control devices
Need for Flowmetering
system never pushed to limiti so no need for enforcemencre excessive water usemainly for billing purposesalso for scheduling purposessince system vulnerable to waterhammer because of Acpipe, water users regulate ,,of.f./on raÈes,' for valvesbased on instanÈaneous flowportable punps that serve individual farms from the sameriver source include metersi the meter records provide abasis for flow release from storaqe
Types of l¡teters
almost all are Micrometer meters (propeller c/w magneticdrive )
installed by USBR 15 years agohave some Rockwell turbine meters (1.5-inch and 2-inch)use sparling propeller meters on the individual riversystems ( 125 )
Need for ltaintenance
read meters each fallfix meter if broken; almosL 30/yrno regurar maintenance or calibration/testing programonry test meter if there is a question re water usewater users will generally report a broken meter becausethey need the instantaneous flow rates for on-farm Þur-posesmeters break due to:o excessive flow rates (i.e. no flow control)" unusual conditions (e.g. debris in line)
KERR WOOD LEIDAL ASSOCIATES LTD.
3
Page 3,September 6, 1989
RECORD OF PHONE CÀLL - continued
' Need for l¡laintenance - continued
have good success as long as water quality OKMicrometer meters are cable driven; these cables breakanother problem is breakage of the register glass (i.e.due to above ground installation??)the sparling meters are old (20 yrs) and have a historyof problems, probably due to being moved aroundhave had some problems with the Rockwell meters due tosand plugging the internal strainerdrain lines and leave meters dry over the winter months
lleter Installation
meter is part of the service connection (i.e.',turnout")installed permanently above ground at an elbowdistribution main typícally buried 2 fL ta 3 ftburied shutoff valve and drain valveriser pipe goes through a concrete paduser controlLed valve at the end of the connection
' Rate Schedule
basic charge is $25/acre-f.t/yr for the first acre-ft , ,with penalties as follows:
' first 6-inches over 1 acre-ft charged at the same rate((i.e. $2í/acre-fE) l
' for next 6-inchesr ân additional 202 charge (i.e. ,g5lacre-ft )
' after that, charge doubles ( i.e. $S}/acre-ft) ,
water is too cheap to encourage conservationcost not signif icant relative to cost of crop production
,,
' Scheduling i
using USBR computer program as a water conservation mea- jsure lneutron probes provide soil moisture databased on crop and planting date rnot a lot of participation
lannual rainfall is 42-inches; sor not water short
KERR WOOD LEIDAL ASSOCIATES LTD.
KERR WOOD LEIDAL ASSOCIATES LTD.CONSULTA/G EA/G/NEERS
139 WEST 16th STREET, NORTH VANCOUVER, B.C. V7M .IT3 PHONE 985-5361 FAX NO 985-3705
RECORD OF PEONE CALL
DATE: September 6, 1989
' TO: Our File No. 376.001
FROl,l: Kim A. Stephens , p. Eng.
RE: MAF IRRIGATION SÎUDYUS Bureau of ReclamationExperience wiÈh Flowmeterinq and Schedulinq
Based on information provided by Tom Vanderplaat of Tualatin' vq1l"y rrrigation DistricÈ, I contacted Monte McVay of the USBRof f ice in Boise, Idaho (TeI. 1-208-334-1I76') . Key- points not,ed indicussion are summarized as follows:
' USBR Àddress
Irrigation O & M
550 !{est Fort St.Box 043Boise, Idaho 83724
' ttSBR Requirements for Flowmetering
USBR funded projects must have meters or orifice platesmostly to identify what is being usedrelates to SLate water rights rather than conservation
' Irrigation Districts !ùhich lteterOregon: The Dalles I.D.
Tualatin Va1ley I.D.!{ashington: Lake Che1an Recl_amation District
Orov i I 1e-TonasketYakima Tieton I.D. (Contact: Rick Dieker
Asst. Mgr)
Idaho: Lewiston Orchard I.D.' supplies metered water to a suburb of Lewis-
ton; irrigation water may not be metered' contact name: Stan French (TeI. 2Og-746-9235)
2
Page 2,September 6, 1989
RECORD OF PHONE CALL . cOntinued
' Scheduling Technology
state-of-the-art computer technology has been developedusing weather based ET data plus soil moisture monitoringto demonstrate water saving for 26 utilitiesmost comprehensive attempt ever undertaken in USA30 saÈellite weather stations throughout Pacific North-westi "downlink" to Boise; called AGRIMETwill forward informationcomputer program is broadbased; applicable to areas of10r000 acres or moreimplemented this yeaf in Medford' Oregon
' Ifater Conservation
no incentive for conservationwater is cheapi farmers have gotten used to it; difficultto make changes' but competing uses for water reàource are beginning t,obring about changesUSBR produces annual "lrlater Conservation l,lanagement" re-ports which compile experiences of all the regionaloff iceshe will forward a copy to me
' l{eter lypes
have found that Micrometer meters not good for hiqh vol-umeshave replaced them with Kent meters from Englandbetter performancei refurbish every few yearsrapid velocity changes is the reported cause of problemsDenver office has done some research; will have someonecontact me with information
' Lake Chelan Experience
contact name: Mr. Shannon McDaniel (Te1. 1-509-687-3548)USBR case study on metering and schedulingpurpose r¡/as to demonstrate water savings due to schedul-ing and controlling allotmentsystem constructed in I974t pumps clean lake waterserves apple orchards
KERR WOOD LEIDAL ASSOCIATES LTD.
3
Page 3,September 6, 1989
RECORD OF PHONE CALL continuedo Lake Chelan Experience - continued
water conservation st,udy in LggI/92
' irrigation schedule for each grower' 25'neutron probes' weather station and computer program' estimated water use
allotment is 6.9 usgpm/acre versus 9.9 for oroville whichhas similar climate (note: orovirle considered exces-sive)now have Kent, metershe will forward a copy of report to me
KERR WOOD LEIDAL ASSOCIATES LTD.
. -Ii4<H
KERR WOOD LEIDAL ASSOCIATES LTD.CONSULT/NG ENG/TVEERS
139 WEST 16th STREET. NORTH VANCOUVER, B.C. V7M 1T3 PHONE 985-5361 FAX NO.985-3705
RECORD OF PHONE CALL
DATE: September 7, 1989
TO: Our File No. 376.001
FROM: Kim A. Stephens, p.Eng.
RE: MAF IRRIGATION STUDYLake Chelan Reclamation DistrictExperience with Flowmeterino
Based on information provided by Monte Mcvay of the usBR, r con-tacted the Lake Chelan Reclanation DistrÍct (Tel. l-5O9-697-3548) in lrtashington. Key points noted in dicussion are summarizedas follows:
Contact l-" and Àddress
Shanon McDanielLake Chelan Reclamation DistrictP.O. Box JManson, Wash. 9883I
Description of System
pump from lake$20 M system constructed by USBR In Ig74pressurized distribution system; 5 rifts cover an rr0o ftelevat,ion rangeirrigation only; domestic system is completely separateexcellent water qualitypumps on by April 10th, mainly to provide water for frostprotectionby May 10t.h, system demand approaching 509 of capacity
I{ater Users
6336 acres irrigated620 turnouts, but only 350 customersonly 40 land users have parcels larger than 40 acrestypical farm is 12 acres
2
Page 2,September 7, I9B9
RECORD OF PHONE CALL - continued
' Irrigatíon Connections
2/3/4/6-inch
PARCEL SIZE( acres )
CONNECTION SIZE( inches )
up to 2.5
2.5 to 7 .5
7.6 t,o 13.5
13.6 to 20
over 2Q
1
2
3
4
6
' Irrigation Allotment
allotment is 6.9 USgpm/acreno flow control devicesheavy sandy loam to light sandy loam soilduring non-peak periods, farmers allowed to use up tometer capacity
' Need for Flowmetering
need information for effective system operation (i.e.important to know what I s happening in order to matchpumping capacity)use meters for rationing water supply during peak demandperiods (i.e. July); will instruct farmers to cutbackmetering has resulted in water savings (i.e. from 18r000to 14,000 acre-fE/yr)took 3 years to educate publicon an individual basis, can demonstrate potential for $sav ings
KERR WOOD LEIDAL ASSOCIATES LTD.
3
Page 3,September 7 | 1989
RECORD OF PHONE CALL cont inued
Tlpes of t¡feters
Micrometers lasted l-year and were repraced by Kent tur-bine meters
Need for tlaintenance
read meters 3 times per yeari at same time inspect forproblemseach winter, remove and check L/3 of meters (note: tokeep crew busy)spend $250Q/yr on maintenance, including partstypical repairs involve repracement of Éeãrings andirnpellersproblem is 'met,er burnoutn due to excessive flow rates(i.e. because nó flow control devices); teflon bearingswear on shaft
I'leter Installation
shutoff valve, pRV anO meter installed inmeter aluminum can90-degree elbow outside can, then verticalcomplete wit,h 90-degree elbow and controlthe District owns/operates the valve15 minutes/yr for winterization
l{eter Reading Schedule
June, August lstr end of season
Rate Schedule
42-inch dia-
riser pipevalve
total assessment is $58/acre for 3 acre-fL/yrnext 6-inches: same unit charge ( i . e. $59,2ãc re/36-inches )over 42 inches: 120t x $58/acre/36-inchesexcess revenues more than cover meter maintenance
Scheduling
USBR tried it. in the 1970'shaven't followed throughtoo many individualistsno serious scheduling yet
KERR WOOD LEIDAL ASSOCIATES LTD.
DATE: September 8, 1989
TO: Our File No. 376.001
FROÞÍ: Kim A. Stephens, p.Eng.
RE: MAF TRRIGATION STUDYUS Bureau of Reclamation
Mr. Russ Dodge of the uSBRts Denver headquarters contacted me inresponse to a request from Monte McKay of ttre Boise regional "ii-ice- He then turned me over to Harry Huizenga (Tei. 1-303-236-9198) who is with the commercial Equipnent Gioup. The dutiesof this grgup include preparation of -tectrnical Ëpecif ications formeter-lupply contracts. Key points not,ed in disèussion are risiã¿as follows:
3-inches is the smallest size meter used by the usBR, with. mosE meters in the size range 4 to l4_inch
USBR has done no research on turbine meters
the USBR does not have a specification for turbine metersthe usBR.favours propeller meters (i.e. Micrometer, waterSpecialties) out of habitLake Chelan is Èhe only irrigation district that uses turbinemeters
The bottomline is that the USBR has little experience relevant toour information needs. Mr. Huizenga suggesteã contacting indivildual state governments to determiné wha€ information thei mighthave. He also suggested contacting:Dave LenciÍ'Iestern Regional ManagerBadger Meters Inc.Napa, California (TeI. I-707-253-2556)
Mr. Lenci is considered to be quite knowledgeable.
KERR WOOD LEIDAL ASSOCIATES LTD.COA/SULI/NG ENG/NEEFS
t 39 WEST 16th STREET, NORTH VANCOUVER, B.C. V7À/ 1T3 PHONE 985.5361 FAX NO 985-3705
RECORD OF PHONE CÀLL