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. .. . . .Report No. 77-6
'±NSTRUCTIONS FOR TEE FIELD USE OF
THE PRATT PROJECTHULL MEASURING DEVI
by
--- -'ii.j
-
_ ---Deift UniversitY of Technology
Ship BydromeChan'
LaboratOlY
Library
Mekeiweg 2. 2628 CD Deift
The Netherlands
Phone: +31 15 2786873 ax. +31 152781-'..
Owen H.
ak].ey, Jr.*
May 1977
i
H. Irvin g Pratt
MIT Libra ri es
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Report No. 77-6
mSTRUCTIONS FOR T FIELD USE OF TEE PRATT PROJECT
HULL MEASURING DEVICE by
Oren H. Oakley, Jr.* May 1977
This research was carried out in part under the H. Irving Pratt Ocean Race Handicapping Project, M.I.T.
OSP No. 81535. The generous support of the ndividua1
dönors to this program is gratefully acithowledged.
*Massausetts Institute of Technology
AB STRAC T
A device far measuring and recording the offsetS ft a boat hüll
is described.. Instructïons for its use in conjunction with a series
of computer programs desïgned to interpret the recod.ed datá äre given.
-1-TABLE OF CONTEN'S
iii
Pag
ABSTRACT
PRATT PROJECT REPORTS LIST - -il
TABLE OF CONTENTS
A. STJ*ARY ISTRUCTIONS i
B. DESCRIPTION AND PRINCIPLES OF OPEEATON 2
C. I&STRTJCTIONS
I. What to Measure 9
tI. Setting Up the Device 13
III. Cenerai ConsidëratiòflS 18
IV.
Tkirg
the Measurements 22V. Last Steps 24
VI. Codes 25
Figures
-29
D. EQU CBE LIST 32
E. TROUBLE SKOOTINC 33
A
SUMMARY INSTRUCTIONS
SETTING UP THE DEVICE
1. Establish the Baseline
Select y0 (Fig. 5)
Place targets and tape measure (Fig. .4
2. Hook up and record identificationdata
Advance tape (Fast Forward)
(Fig.)
Measure R0 (Fig. 8)
Record: date, sail number, and R0.
Adjust the aligrmient meter range. (Fig.11)
3. Zero th buflters with the string in the reference position
by pushing the RESET button.
-TAKING THE MEASUREMENTS
1. Ain device With targets (preliminary) and Level case (Roll
level). (Fig's. 9 and 10)
2
Read X-distance from tape and Enter with thumb wheels. (Fig's.Sand il).
3. Select and enter thé. CODE (Fig. 11).
-
4. Final alignment with string in tension and level check.Record data: 3 centerline points (min.)
3 waterline " (min.)
5-25 station points (avg.) 15 stations (avg.)
After measuring the freeboard mark (Code 0040), enter the actual freeboard value, if known, in the X-wheels and "0041"
in the Code-wheels.
Check Code and X-distance, then move to next station END OF MEASUREMENTS
If the EÓT light is not on, push FAST FORWARD to "zero unused
portions of the tape; then remove the Wafer and Label it with the boat namé and data.
-1-DESCRIPTION AND PRINCIPLES OF OPERATION
This section describes the Pratt Project Ex1.l Measuring Device which
is use4 to obtain the offsets of a yacht hull. The device permits data to
be taken at arbitrary stations in polar coordinate format by extending a
string to the desired points on the hull. The offsets are recorded on
m4ni
ature cassettes by a digital tape recorder and are transmitted, withsuitable interfacing, over the phone lines to the computer for processing Additional discussions of the design philosophy and something of the
his-tory of yacht hull measurements is given in the Pratt Ocean Racing Handicap Project Report No. 76-1,. *
DESCRIPTION
Data is taken at arbitrary stät-ions in polar coordinate fôrmat by extending a string to desired points on the hull as illustrated in Figure 1 The distance along the hull is measured simply by using a metal tape
starting from some arbitrary reference point. The longitudinal distance
and a code designation are recorded by first setting two sets of thtb
wheels on the case to the appropriate values at each station. When the
string is extended to the hull and the record button pushed, all four
numbérs are recorded sequentially by a digital tape recorder. The four,
four-cháracter numbers are:
a code number indicating the boat and/or the nature of the offset being recorded;
the distance along the hull of the station being measured; an angle proportional to the string extension;
the angle made by the string and the case reference angle or horizontal.
Repeated recording of the second item is presumably redundant if many
points are taken at each station sequentially. However, for automatic
analysis of the data by a computer program or f ör.the recovery of data
after a recording error, such redundancy may be of great value. Further
details of the prototype are given in the following subsections Mechanical Syst
The. string being used -s made of Kevlar and has essentially zero stretch. It is stored on adium connected to a Neg'ator Constant tension
-2-* Oakley 0.3. Jr. & J. Arrison "Design Development of a Hull Meásuring
Device," Report 76-1, H. Irving Pratt Ocean Race Handicapping Project, January, 1975.
Level Alignment Scope *-A4-j.
3ead/'
Power S trin a Offset Locations Display CableFIGURE i Section Tiew of Aaratus
spring yielding approximately a two pound pull, and virtually no catenary (cf. Fig. 3). The angle made by the string with the horizontal is sensed by a light weight arm with a small hole only slightly larger than the
string diameter. In order to avoid the use of scaffolding, the string is
connected to the end of a wand to facilitate reaching to the deck and the
hull. The wand has a Delrin tip .to reduce wear on the string and damage
to the yacht. The record button is located at one of the hand grips for
ready access. Digital readouts of the data and an alignment meter, to be
described below, are provided on the wand for constant monitoring by the
measurer. The instrument itself sits on a tripod with an adjustable head
having five degrees of freedom. A sighting scope, mounted on top of the
case, is used for alignment. Alignment
Two types of alignment are required. The first calls for the
instru-ment to be positioned, squared and levelled at successive stations along
a fixed line in space, called the instrument baseline. The height and angle
of the instrument are adjusted so that the attached sighting scope becomes aligned with two remote targets, one of them being a set of cross hairs. The second alignment requires the string to remain in a place perpendicular
to the longitudinal axis as illustrated in Figure 2. This is accomplished
by strain gaging the string sensing arm for longitudinal motion. The
string is first aligned in the reference notch on the case and the strain
gage bridge is zeroed. Any longitudinal motion of the string is sensed
by the strain gages and is displayed by a meter situated on the wand. The
measurer need only refer to the alignment meter while holding the string
-3-Fiure2
lnstrutneñt A1iarueñtThe data storage system is a single channel, mineature tane recorder made
--bv--Mieo C
ilcations ,-Wàltham.-- Mass Da a- is-.t-ten-ontoa miniature loop of magnetic tape, called a "Wafer", which is toughly the
same size as a book of matches and can be sent through the mail in an
ordinary envelope The recorder contains the clock that regulates the
digital circuitry The logic circuit keeps a continuous count of the
pulses emitted by the shaft encoders Counts are added as the string is
extended, and subtracted as it retracts The power must therefore be
left on during the measurements. If the power is interrupted the circuit
-4-to the hull and moving down the sta-4-tot. This procedure has proven to
be accurate and exceedingly simple to follow in practice The tripod for
the prototype is rather complex, having adjustments in five degrees of freedom. A patient measurer may be able to perform the same adjustments with a simple tripod at a considerable savings in costj, however the fine adjustment features appear to be necessary for rapid and precise alignment.
Measurement Signals
The distance to the hull is obtained by sensing the number of turns
made by the string storage drum using a shaft encoder. This is an electronic
device that outputs a series of square wave pulses, many times per
revo-lution, that are counted
by
the digital logic circuit The angle madeby
the string änd the case reference (or horizontal) is sensed by another en-coder. These are shoWn schematically in Figure 3. As noted earlier, the longitudinal distance obtained from the tape measure and a code number are entered
by
setting a group of thumb wheels located on the front of theCônstant
Tension Spring String Arm Strain Gages String AngleEncóder
(e)Guide..
String Storaàe Drum Distance Encoder (R) I ff
FIGLIBE 3 Schematjc.Vjewof the Neas'j±jcD9vjce
-5-Code
X-Dis.
DIGITAL CIRCJfl' R*CORDER
automatically rezeroes itself. It is therefore essential that the string
then be allowed to retract to the reference position on the case and the
system rezeroed Otherwise, the reference point and angle will be at an
unknown wand position. As long as the length of. the string, is not changed,
the calibrations remain fixed. The circuit continuously samples the
thumb wheel inputs, displays the current readings at the wand, and writes
them out in series on the tape when the record button is pushed Ample
power is provided by a twelve volt car battery insuring stability and ready access in remOte measuriñg locations.
Write/Read System
The prototype configuration calls for the instrt ment to contain a
write-recorder only The principal element of the digital circuitry is
the random access memory (RAM). tt stôres the current value of the
shaft encoder positions The PAM is four bits wide (every access
refer-ences four bits), and 16 words long.. Only the first eight words are. used. These eight are divided into two goups of fbur, one for the angle count,
and one for the length count Each of the words is a binary coded
deci-mal (BCD) digit This allows direct readout for the display For ease
of adding, the first digit (word zero) is the least significant digit of the first word.
At 500 z, every digit is read, incremented or decremented as
nec-essary, and written back into the RAM At
1/16 of
this speed (31 KBz)the shaft encoders are examined to see if they have changed If they
have, an increment or decrement of the least significant digit is called
for The remaining digits are incremented or decremented depending on
the carry f-rom the previous digits.
The display works on a multiplexing scheme. Of the twelve
light-emitting-diodes (LED) segments, only one is active at a time At
ap-proximately i KHz, the digit being displayed is changed Specifically,
the digit number and value are sent serially from the main electronics
box to the display Serial transmission is used to keep the size of the
cable to a minim The display contains all of the logic necessary to
decode the BCO digit, and to drive the seven segment LED.
Thwth
Writing to the tape recorder is initiated by presaing the record
button on the wand There are three phases of the write operation
First, the tape recorder is turned on, and a delay occurs while it comes up to speed. Second, each grOup of four words is loaded into a shift register, in reverse order of position, then sent serially to the tape
recorder. The reversa], of the digits converts the digits to logical
order, with the least significant digit last The third phase consists
of letting the motOr in the tape recorder corné to a complete stop. Th
principle, if the record button is pressea too rapidly in succession, the tape will not be read correctly as there is too short an inter-record gap. This has not proven to be a problem
in
practice.The Wafer or tape is read by a separate read-recorder with the
inter-face circuitry for the digital computer. The real electronics are also
organized around a RAM Each data point of the tape causes the read
system to cycle through four states. First, the tape recorder is turned
on and the ready system waits for it to come to speed. The 64 bits of
data are then read, formed into four bit word (digits), and stored in the ram The third phase loads a ten bit shift register with the
e-qw.valent of the digit After the computer indicates that it is ready
to receive data, these 10 bits are shifted out at the bit rate (currently 300 Rz) This is repeated for each of the 16 characters.
After
the characters are sent,, a special character follows t indicate that the line is complete.METROD 0F OPERATION AND ANALYSIS
The measuring procedure is as follows. After assembling the
equip-ment, the two targets are set up so that the instrument base line is approximately parallel to the centerline and the water line, but need not be precise. The device is located at the first desired Station and al-iged with thé targets with the aid of the fine adjustment screws o-n the tripod head. The station location is measured with the tape and
entered onto the thumb wheels along with the boat/station code. The
string is centered in the reference notch and the strain gage bridge and
counting circúits are zeroed. Using the wand, the string is then
ex-tended to the hull, keeping the alignment meter centered. If the measurer
is content with the displayed coordinates at
a
selected point on thestation, the record button is pushed and the data is automatically
written onto tape. Between fIve and fifteen offset points are usually
sufficient to define any station. At the completion of each station,
the tripod is moved down the hull a short distance, realigned, the new longitudinal distance and code are entered, and the process repeated. The canoe portions of most hulls rarely require more than 12-15 stat-ions
-7-adequate definition: However, as many as twenty may be necessary to
define the profile, lumps, and chines It usually requires less than a
minute to tke. the data at each statiön. Positioning and aligning the
tripod at successive stations takes more time,
but
the entire processrequires less than five minutes per station
In addition to the standard offsets at each station., some additional
information will be required It is important to identify a few points
defining the waterline and the centerline These are indicated
by using a code designation for easy computer recognition This
--information is used to transform the offsets troni the arbitrary
instru-ment base line coordinate system to a standard reference system. The
first step in the data analysis is to read the offsets from the tape After scaling, the offsets are generally inspected for inconsistencies
and bad points A typical mistake is to forget to reset the
longitudin-al distance after moving to the next station. This fact is usually
noticed after the taion readings are taken and an error code, along
with the proper x-distänce can be. recorded. The data must then be
cor-rected 4uring the computer processing.
Sincé the instrument coordinate system 'is centered some distance away from the centerline plane, it is convenient to translate and rotate
the offsets to a more' usefül örigiu A convenient scheme is to assume,
unless otherwise indicated by the code ni.ber, that the first point on
every station is on the centerline A least-squares fit can then be
used to shif t the offset 'to the revised, centerline Obviously only three points, as a minimum, are requrred to define the centerline plane, but multipole readings and the least-squares fit reduce the importance
of any one centerline measurement Figure 4 is a straight line plot of
the data points, shown by triangles, taken off a thirty-four foot yacht
in under two hours. The missing 'points were caused by cover and support
interferences and the data was tàken at unequal station spacings. While
it does not appear that any smoothing of the raw data would be required,
spline fit routines are available. The visual inspection of a body plan
is probably t-he fastest and mst reliable type of checking procedure.
This also means that a hard copy of the body plan. is generated With
experience, most of the analysis process can probably be automated
ACOWLEDGNTS
The design and cnstuction was aided by the asSistance of J. Arrison
Figure 4.,Straight Line.Plo ofRtated, Raw Data
-8-C.
INSTRUCTIONS
I..
WHAT TO MEASURENumber of Points and Stations
There is no need to take any more data than necessary. HOwever, how
much is necessary depends on the use that will be made of it Until specific
requirements are determined, the following guidelines are offered:
1) Measure the boat at enouqh statiOns to adequately define the
profile and any special 1umps,bumps, etc A rectangular
barge would need only two stations. A normal, separated
keel/rudder hull probably requires 12 to 15 stationS A
complicated hull may require as many as 20 stations Suggested station locations are indicated below
-'9.!
An additional station between 4 and 5 wOuld improve the keel
definition. These locations can be adjusted to coincide
with special freeboard measurement points or additional
stations can be obtained. (See Speia.i Pointsu below.)
) The number of points per station will depend on the station
shape Five to fifteen points per station are usually
sufficient. The spacing of the points shquid follow the
philosophy of a straight line approximation Points
should be placed close together in regions with a large amount of curvature and farther apart in flat sections.
This is il1u5tted in Figure 1 of Section B..
The computer analysis progÑms are currently designed
for a maximum of 25 points/station If this number is
exceeded., the fact. should be included with the tape when it is sent in for analysis.
-lo-Special Points
The computation of displacement and other rating rule ingredients froth the offsets demands that the yacht be trimed to her proper lines of floatatióñ. This is accbmplished by rotating the ineísured offsets to the desired trim on the basis of the location of certain points. Special points that are useful to flag (using the code numbers discussed below) are centerline, watérline, and freeboard points.
1). Centerline_Points: If only one side of the yacht is to be measured, the centerline of the hull must be determined Despite the best intentions of the designers and builders, most yachts are probably somewhat asynu tri c. Keels,
rudders, and mold lines are nöt likely to be particularly accurate indicators of the centerline In order to determine an approximate location of the center plane, the best fit to selected centerline paints is computed. Uséful points for establishing an approximate centerline are typically available on the stan and just fOrward or aft of the skeg/rudder Keels, skegs, and rudders should
be avoided A minimum of three good centerline estimates
should be taken, preferably more, and they should contain as great a vertical spread as possible. Unless otherwise noted, the.first point on each station is assumed to be a centerline point. It is usually not even possible to reach the centerline under the keel and in-way-of cradle
suppOrts. These statiQns are flagged accodinly.
ReferenceCentèr1iñe Points: If both sides of the hull are
tó be mMsured, thé bides will be joined by matching
threé or more "reference centerline points" that are connon to both sets of Öffsèts. They will normally be on the centerline, though possibly on the keel, and therefore the first point on a station (See the discussion of
Section III.)
Waterline Points: During the measurement of the boat, the trUe waterline is not known. Thé bottom of the
boot top, however, can be usefúl forpreliminary analyses. It is reconanended that the boot t6p be includéd as a
regular point on all stations, but flagged only twice, once near the bow and once near the stern.
Freeboard Points: The actual trim of the yacht cannot
be determined until it is afloat Freeboard measurements
need to be taken from specific points. The actual trim
of the measured offsets can then be detErmined and the
desired calculations made Two approaches are possible
select and mark new freeboard measurement points OR use
existing
(laR?)
freeboard measurement points.The first case is the easiest for the measurer. When a
station is measured in the desired neighborhood of the freeboard mark, the final point recorded can establish the freeboard point. A pin or other appropriate mark should be put in the toe rail and the freeboard measured from this point when the boat is afloat.
The second dase requires that the IOR freebòard mark or
pin in the toe rail be measured accurately This suggests
that the instrument be positioned iteratively until the point on the rail is indeed aligned before the data can
be recorded However, repositioning the device two or
three times in order to achieve an accurate alignment with the targets and the pin is time consuming and nOt worth the effort if the toe rafl is relatively straight.. The analysis programs can easily interpolate beiween
Stations if they are relatively clOse to the IOR mark
in question. Note that this method requires the measurer to détermine the origin of the IOR longitudinal coOrdinate
axis relative to the X-axis of the HMD. The IOR defined
bow location measured as a station would supply the necessary data for positioning the freeboard point.
No boat between., points: If a station l's taken that
inter-sects the trailing edge of the keel (cf station 7, p 9)
or is in way of the propeller aperture, there may be no
boat between successive station points. In order tO
indicate this fact without having to return to the case and change thé code, puh the wand well beyond the centerline and record a clearly erroneous nuffiber. Once the data has been scaled, this point will have a large negative y value
and can be easily identified For automatic recognition,
be sure that the fake point is at least six inches beyond the centerline.
GREATER THAN 6 INCHES.
5) Bowañd Stern Points: The bow and stern locations may be
reqiédtbbèlate previous data, stich as
IORfreé-boards, with the urrent measurements They should be
obtained as the first and last station for completeness
in any event Since aligning the MMD to a precise location
may require an excessive number of iterations, an
approxi-mate procedure may be used An attempt should be made to
position the HMD as close longitudinally as possible to
the bow (stern) point The longitudinal discrepancy
between the device and the point in question should then
be noted If the station falls beyond the end of the
boat, shifting and realigning the device can be avoided by correcting the X-distancé, holding the tip of the wand to the correct height and length (though at the wrong
longitudinal station), and recording the point.
SETTING UP THE DEVICE
This section outlines the detailed steps in the setting-up process.
General considerations relevant to this phase are also discussed in Section
1. select the minimum distance y so that the deck can bé reached at the
maximum beam location as
showR in
Figure (5)..2. Measure out (approximately) the
centerlines and place a marker
line".
Place the Instrument at one end opposite end approximately as shown (A large object e.g. boat or car, being moved during the measurements
-13-Figure 5: Section View
at BMAX Station.
distance y from the 'bów and stern (e.g. a rock). This defines the "base
(bow or stern) and the. targets a.t the
in Figure (6) See also Figure (9)
Ráse Li ne
3. Set the sighting direction of thè
shown in Figure (10),
The view through the
"Far "Near
Targetñ Target"
--i
I
k1
scope ii its locati
targets. Level the
then adjust targets sighting scope will L = length of the boat
2. should be small, e.g. 10 feet. It is limited by. the minimum föcus
d1stance of the scope.
should be as larce as possible, e q t2=t1+L The minimum practical value is L/2
Fjqure 6: To View of Baseline RánäeMarker Set Up.
on pins on the case. tò point in the
instrument, using the Pitch Level to be closely aligned to the scope.
resemble Figure (7).
Near Target Cross-Hair-s
Scope Cross-Hairs
Figure 7: View Through the Sighting Scope of Targets and Pôsition Error Far Target Grid Readings (Y,Z).
-14-If the yacht has a significant pitch angle, the targets should be adjusted
so that the sighting line is approximately parallel to the waterline Once
the sighting line is established, the targets should not be moved during the
measurnents If the ground is not level, check that the tripod heave adjust range is adequate.
Aim the scope to the point on the ground at the opposite end of the
boat marked AA" in figure (6). Attach one end of the steel measuring tape
to this point and stretch it along the ground to the device The x-distance
will be obtained from this tape.
4. (a) Be sure the instrument is off. HoOk up the battery to the
instru-ment (white lead is (+) and black is neg (-) ) and insert the tape
cassette or "wafer", label to the left Turn on the device.
Advance to the beginning of the tápe (push FAST FORWARD: Tape
will advance at high speed to the first End of lape (EDT) mark It will
then automatically advance at low speed to the second EOT mark The EOT
light will come on).
Record the data, sail number, and Ro as follOws:
(i) Enter the dàte üsing thé thumb. wheels as directed on the
side of the case.
Example: November 5, 1976 would be entered as
-15-Push the record button. [If this is the first time, the tape wii
take upwards of one second to advance beyond the second EDT mark Subsequent data records will be recorded virtually instantaneously
Since this is the beginning of the tape, push the record button again a few times.
(ii) Enter the last four digits of the Sail Number identifyirg equivalent) in thex-thumb. wheels and 8000
thumb wheels Push the record button a few times If
enter the remaining digits in the x wheels and 8001 in wheels and record once or twice.
(or suitable in the code-necessary, the code O 5 X i 9 6 code
(iiI) Attach thé hook on the string of the wand (the tail) to
the string at the case (Inspect the tip of the wand and the string
for wear. Replace if necessary.)
Measure R0, the distance from the case to the tip of the wand, Figure R, with the string in the retracted reference position
X
CODEX
CODE X CODE i 6-Figure R Measurement-Distance froM wand tip to the caseSet R in the x-thumb and 8090 inthe C0P ad push he record
button a few timés. Exámple: Rb = 1.15 ft.
1
8 0 9 D
Exam1é: Sail Number 12830
2 8 3.
8 O O O
o O O i
-17-5. Check the range of the alignment meter (see the discussion of Section
11.5 on page 5) by wiggling the string in the slOt at both high and low angles. Range adjustment can be made using the METER RANGE ADJUST knob on the case.
ru.
GENERAL CONSIDERATIONSThe following observations concern the method of data identification
and some specific reconnendations on what to measure. The detailed
step-by-step procedure is continued in Section IV.
Clearances and Lével i ng
En order to measure the side of a boat, adequate clearance for the device
to pass a few feet away from the maximum beam is required. A clear sighting
line in one direction is also necessary for the erection of the base line. Note that the targets can often be attached to some object, set on the deck or cradle of a neighboring boat, etc. if there is ño room fOr the tripods.
The boat need not be level, either in roll or pitch, nor does the base
line have to be parallel with the centerline or the waterline The
base-line should be roughly parallel with the centerbase-line and waterbase-line, but only
within about ten degrees The measured offsets will be rotated and
trans-lated so that the final result will be as if everything had been perfectly
trimmed For analysis convenience, it is recommended that the baseline
be inclined in pitch so that it is approximately parallel with the
water-line if theboat has much more than the usual few degrees of pitch. If
both sides of the boat àre to be measured, the baselines on each side need not be parallel (see the comments below).
Recordinq Information and Codes
Every time the record button is pushed, the following steps are executed automatically:
the tape recorder motor is turned on and the tape advances at low speed
four, four digit numbers are written onto the tape: two from the encoders and two from the thumb wheels.
-18-the recorder's tape driver is turned off and it awaits -18-the next record comn and.
Thé information recorded may be interpreted as i) valid offset data (R,G,X)
R
R RR
-i
ri î
X X X X
C
C CC
R
set by the shaft-encoders G
X
1set by the thumb wheels
-1
9-and code identification (C), òr ii) it may constitute a special message, Such as the month and day (X) and the year (C).
Recording infOrmation multiple times, in general, does no harm. In
fact, the identification data at the beginning of the tape should be entered
a number of times There are error CODE's that should not be repeated unless
specifically needed (see Section VI) Recording the same data point more
than once will not affect the processing other than to say that it is more important than a data point that was recorded only once.
The CODE number associated. with each data potnt is available to identify
that offset Normally, the CODE number is "0000" If the offset is a
particular point that needs to be singled
Out
for later identification,e g a waterline point or freeboard measurement point, a special CODE can
be set intO the CODE thumb wheel on the. case For example, it is
con-venient to identify the waterline points in order to make an initial
rotation of offsets to level the boat The bottom of the boot top is
usually selected The CODE would normally be changed from "0000" to "0020"
for the recording of the waterline point It could then be reset to 0000
for the remaining pOints on the station Section VI contains a list of
reconnended CODE's, both for normal data point identification and for
error flagging The meaning of each CODE should be self-explanatory If
more information needs to be recorded, additional CODE's can be used and
their meaning transmitted along with the tape for analysis The most
conunonly used codes are noted with an asterisk (*).
Measuring One Side Only
In order to determine an approximate location of the center plane the following procedure is suggested.
The first point of every station is assumed to be on the centerline,
to the best of the measurer's judgement, unless otherwise indicated by a
non-zero CODE number in the lowest digit, e.g. "0001". Keels and rudders
should not be included as a valid centerline point If one wanted to flag
a particular station, it can be given a special CODE, e g "2100" All
recorded points would have this identifier in their CODE number The
exceptions might be an invalid Q point, CODE "2101", a waterline point, CODE "2120", or a freeboard point, CODE 112l40t1 Since three points define a plane, a minimum of three station locations should be selected
so that reliable centerline points, with reasonable separation vertically,
can be obtained If more than three Q points are obtained, the best
Q
Measuring Bóth Sides
If both sides of the hull are to be measured, extensive centerline
jints are not needed. On the other hand, few points common to both sides re required. Normally these common points could only occur on or very
ar the centerline. If three offset points on each side (port offsets and
tarboard òffsets) are known to correspond to the same points, then the
ffsets in the Itwo different coordinate systems can be matched. For this
eason, the base line used for the port side measurement need not be )arallel to the baseline used for thé starboard side measurements.
The only reason to measure both sides is because the boat may be
asym-aetric or a more accurate estimate of the maximum beam is desired. An
idequate number of stations in way of BMAX, etc. should be considered.
The procedure is as follows. Select three of the stations as you go
along as centerline reference points and mark them On the opposite side,
adjust the x-position of the device to hit exactly these same (marked) centerline points. The instrument is set up approximately and the wand
tip extended to th centerline sö it is square according to the alignment
meter. The longitudinal error distance to the marked centerline point can
then be noted and the device shifted by that amount This can be done
usually with only one iteration Alternatively, exact positioning of the
KIlO on the second side can be avoided if the X-distance error is duly noted, either as a. special coded number recorded at the time of measure-ment or written in the log-sheet that accompanies the tape wafer.
Miscellaneous
Number ofpoints on a tape: Every time the record.button is pushed,
approximatelyO.25 iflchés of tape are used. The 16 digits written on the
tape are collectively referred to as a '1record". The capacity of a 20-foot
tape loop is therefore about 960 records. Figuring 15 records of
identi-fication and a conservative average of 20 records per station, then each
tape can hold approximately 47 stations.
Putting more than one side of a boat on a single tape is risky. If the
tape is accidentally advanced to the end,then the new data will destroy the
old. If extra tapes are available., their use is recommended. The loss
of data due to a bad tape will also be minimized.
Record Button: Push the record button deliberately and not too
rapidly in süccessiofl.
Warning: Do not allow the string to retract at high speed (e.g.
if the tail broke at the wand tip) Damage to the delicate angle sensing
arm is possible. This prototype is reasonably rugged but not as robustj as a production model would be.
-20-
-21-iv) Is it working? There is no guarantee with the present device
that it is working However, digital electronics generally are working
correctly if they are working at all The best way to check is to see
if the lights (LED's) on the wand are lit and, if the string is moved,
flash appropriately A good time to check this is ininediately after
IV.
TAKING TEMEASUREÑTSAfter the instrthiient
is
set up and the indentification information isrecorded, the measurement of stations can begin Note that the detailed
procedure of target alignment and leveling of the case are not as important as CONSISTENCY. Each station should be ttacked in more or less the same fashion so that the end result will be to a conunon baseline For Example,
if the final alignment is done without string tension, the view through the
scope during the measurement will show some misalignment Nevertheless,
if this is done consistently, the resulting baseline will bè acceptable. Make a preliminary alignment of the instrument with the targets using the scope and the heave, pitch, yaw, and sway adjustments at the tripod
head.
The error in position can be computed using the ((,Z) values read from the far target (See Figure 4) as follows:
2.3 Vertical (z) error.= .Z x
£2
£3
Horizontal
&)
error = Y xwhere £ is defined in Figure 2 and 2.3 is the distance from the
"near target" to the device at any time If £ = L , the horizontal
and vertical positioning errors of the device are less than or equal to the observed errors (Y,Z) The alignment should be done in a
consistent manner and the position errors (y,z) should be less than 0.01 ft.
Level the case (with string extended) using the Roll Level of Figure (6).
read X-distance with the plumb bob from the tape measure and insert via the appropriate thumb wheels.
check the shaft-encoder reading with
the string in thereference
slot. If they äre not zero (±one or two counts), re-zerothem by pushing the RESET button. Set the CODE to "0000"
-22-4 Make the final alignment with the scope with the string extended.
5 Take the station data points, changing thè code as required, as
follows:
Using the wand, extend the string to the bottom of the station. If
this first point is not a centerline point of the hull, enter a non-zero
code number in the lowest CODE digit, e g "0001" The correct fore and
aft position of the string is determined by referring to the "alignment
meter" located on the wand (see Figure 7) The alignment meter display
is proportional to the horizontal angle of the string It is limited
by the width of the slot of the case Adequate squareness is achieved
by pòsitioning the st-ing so that the alignment meter is centered in
the middle of its range at any given height (or vertical angle) The
meter's range and center position is adjusted with the Range Adjust
knob on the case The full range of horizontal string motion in the
slot at both high and low angles should be adequately visible on the meter.
Inspect the range of the alignment meter by moving the wand fore and
aft and locate the center Push the record button Advance up the hull,
using the alignment meter to stay on that station, recording points every so often so that a straight line fit between them would provide a good approximation to the statiön shape.
Record the waterline location, using the CODE "0020", at two (2) stations, one forward and one aft.
Continue' up the station to the deck or rail cap.
If a recording error is made, it is not possible to correct it by
erasing the bad data. The error must be flagged on the tape by recording
an appropriate error code that can be automatically recognized by the
analysis program. A discussion of error recovery codes is given in
Section VI.
6. When finished with (5), allow the string to retract to the reference
position and record this "zero" Normally, the R and O counts will be
no more than (±) one or two counts The analysis program will ignore
these unless a large residual appears This might occur if a circuit
component had failed or the string had been moved extremely rapidly. Check the X-distance reading and then move to the next station and repeat this procedure.
-23-LAST STEPS
-24-.
1..
It is convénient to zero un-used portions of the tape.
This can bé
done by pushing FAST FORWARD which will advance to the first end of tape
mark (EOT) at high speed and then to the second at low speed
DO NOT PUSH FAST FORWARD TWICE or the data just taken will be erased
(Note that the second time FAST FORWARD is pushed it will advance at low
speed and can be stopped without too much data being lost
)This has not
beéfl a problem, however.
AnOthér choice is to récord 9999 in both the, X and CODE five or ten
times to signal the end of information on the tape loop and dispense
with the zeroing procédure..
.2.
IÌiediàtely label the tape èassette With the boat-name and data to
avoid using it again.
Retrieve all equipment or move to the opposite side and start again.
For araiysis, mall tapes and the Lo
Sheet to:
PRArr
PROJECt - HMDciò Professor J.. N. Newman
M.I.T.,
RoOm 5-324ACaflibri dge, Massachusetts
02139Office:
(617) 253-6809
It is reconunended that the tapes be mailéd in a plastic bag'(é.g. a light
VI. CODES
One of the four numbers recorded autOmatically each time the record button is pushed is a four digit code which is set by the thumb wheel
on the front of the case The code is normally "0000" The following
codes and conventions are currently recognized by the computer analysis programs. Additional codes or alternative codes can be adopted.
Conventions
The followIng conventions have been adopted to facilitate automatic computer recognition.
Available to flag special Normal codes (waterline,
points or stations freeboard, etc.)
Ex. 2000
2001
2020
NCODE =
Station specially marked with flag 1120t1
-25-Example
A typical set of X's and Codes for a freeboard point station, here noted by the measurer as Stati on 21, might look li ke the foil owing:
1. All 9NNN Codes are Error flags.
-- Ex. NCODE = 9999 -- Attention flag-othervise ignored.
2. All 8NNN Codes are for information, the latter located in the
X thumb
wheels.--
Ex.
ÑCODÈ 8090 -- XX.XX =3.
All NCODÈ < OONN are Normal point codes.-- Ex. 00 00 Normal point (okay for centerline)
00 01 Normal point (do not use for centerline)
00 20 Waterline point
00 40 Freeboard point
s
-26-CODE X MEANING
(*)l977 MODY Date: month (MO), day (DY)
8000 XXXX
Sail number (last fOur digits)
8d01 XXXX Sail number (next four digits). Use only if necessary.
8003 1111 Starboard side being measured.
8003 2222
Poy't side being measured.
8005 XXXX
ieãsUrer nuffiber.
r (*)OO90 .XXXX R0 = XX.XX PreviOusStati on
12561256
1256 N CODE 0001 0001 0001jii
_100(Okay
centerline point)1511 2100
15l1 21Q0 (Waterline point, unmarketh should be
obvious from the plot)
1511 2100
1511 2100 (Special freeboard point could be flagged
with 2140)
0244 2141 (Actual freeboard from certificate entered
as X = 2 44 ft The code --41 indicates
that the last point was the freeboard point.
If
the actual freeboar4 was notknown, entèr zeroes in
the
X)1757 0000
Next 1757 Ó000
-27-CODE X MEANING
OO1N XX.XX This is a reference centerline point that is comon to
both sides of the hull and will be used to match the
two sets of offsets. If N=O, then it is a valid
centerline point If N0, then
it
is not to be usedas a normal centerline point. Normally, there will be
three such points; well separated vertically.
(*)0020
XXXX This is a waterline point.(*)0040
XXXXThis is
afreeboard point.
0041 XXXX
Actual freeboard XX.XX
ft. measured. (Obtained from acertificate,
for example.)(*)___l XXXX Do not
use this for a centerline point
if it isthe first
point of
Station x = XX.XX ft.(*)..._O XXXX This is a centerline point if it
is
thefirst
point ofStation x = XX.XX ft.
Error Codes
If a recording error has been made and subsequently discovered, a
code number should be recorded so that the data set can be corrected
auto-matically by the analysis program
Typical error codes are given below,
but they can be altered or extended as desired.
CODE MEANING
(*)9999
Attention(*)0090
XXXXUse R0 = XX.XX ft. from here on.
9010 XXXX Do not use Statibn x
= XX.XX ft. to supply a centerline
point.
9020 XXXX Do not use Station
X = XX.XX
ft. to supplya waterline
point.
9lnn The last nn points are bad; disregard.
9200 XXXX Change the previous station x-distance to
the x-distance
shown, i.e. x = XX.XX ft.
93nn The last tin
stations
are bad; disregard.9301
The last station is bad; disregard.
*
Most òften used codes.
Number ignored XXXX Numberused
NOTE: For repeated application of the same code, sêparate tht with
9999's For example, the last data point recorded is known to be bad,
so the measurer records CODE = 9101 one or more times to signal the
error tf it was then noted that the previous data point was also likely
to be bad, that point can be deleted by recording the codes CODE = 9999,
CODE = 9101.
-28-Figure :9. Instrument Alignment
TAPE.
X ST&1i ON
LO C.ÀT%ON
1T'T'
SIGI-TING
LIN
s
FR RAN
TÂRGET
NE4R
I'ÇE
(CROSs.
R4IRS)
/ p.6ASE.L% N:
Figure 1P. rnstrum
tcase and adjustment features.
5%Qçn
CopE
rnAL
T4
LEVEL
2 u. CLAMP
riCJOTl4 S*')
S
JU sr
:',
r
.1-30-o
OFF2EST.
AMAA.)Jr
FW4RD
OMFF
RC
Ca6e F'wvt
XRp_coìt.d Bwtton
Hand GjtJp
(Ro.te.
Wand TLp)
-31-Length Enc.ode
VIA p144 AngLe. Eiw.odedtVIA play
X-PIAtaìw..e. PIA pLay
Stg ALnrnent
Me..te..ON/OFF
Powex 4Ltc.h:
OW £Jght and
dLepj LJgh.t
on twtd 4ko uLd
¿Lgkt
p.
ZERO
Str.utg 4Lgnmen.t Metv .'twtge. adj uA.tnie.n.t btob (t.a..ut gase
ze,wadjuA.tj.
MT[R RANGE
StA 6ha4t e.n.codex c.owttA .to ze'w.
SI.ng .4kouid be LiL The.
.e.tìw.c.ted,
tee..'e.,tc.e. po.t.on.
RECOIWER Vi..gi...taL Tape. Re.c.wr.dex
ì...vi6et nvJvca.tuA.
Lpea44e.t.te. oit
FAST FORWARD Aduance.
The. tipe Loop to The. end o
The. tape. (EOT tc.gk.t),
a..s
t goe
FF &gh.t ap peaìr.
h.42e. aduaiwng
RECORD
Re.c.o.'td £_h.t.
X
X-Thwnb wheeLs
u.4e.d 10 enten .the. Lo,igj.tjdjici dí_4Cance.
¿zLong The. hulL (e.g. 10.53
)a.nd a.ddLtLonaL ¿dLLca.tI.on
paltame.tvt6.
COVE
Code-.thurnb wheeLs:
u4e.d .ta evte,t a. wde. vwmbvt .to IdevtLy
the. da.ta. po.itt bei.ng
e..oitde.d and addLti.onaL LdenLLz.ton
paicaintex6.
ELgwe.
i2.
CASE ÁNV WAN V VETAI LSD
MEASURING EQUIPMENT CHECK LIST
** Equipment Supplied
Instrument
sighting scope
device héad 'and bracket
tri pod**
wand & cable battery cab le**
tattry (12v automobile type)
Other
near. target (cross-hairs) far targét (grid)**
recordér tape cassettes plumbbob
metal ,tape
target upports .(2 tripods(?))
Optional Extras
tép ladder log book
battery charger
If prOblems develop r you have questions, contact:
Owen H..: Oakley, Jr. George C1énnèr J. N. Newman J.'E. Kerwin M.I.T., Room 5-324 77 Massachusetts Avenue Cambridge, Massachusetts 02139 (617) 253-6809
-32-Problem
I. Power switch ON
No lights on case or wand
ri. Powerswitch ON
Nô lights oh the wand
IV. Fast Fonvading the tape
loop to the end Of the tape
(EOTI takes longer than 15 sec. for 5 ft. tape.; 60 sec. for 20 ft. tápe.
Alignment Meter on wand reads zero intèrmittently or continuously
EOT light äppearing inter-mi ttently
Numbers do not return to
zero when string i redirected
to the reference position
E
TROUBLE SHOOTING
i(a) Low battery voltage. (check battery contacts and voltage.)
II(a) Same as I(a).
(b) Brokéh wire in the cable
to the wand. (Check electrical continuity.) V (a) VI(a) VII(a) (b) Same as I(a)
Too cold forthe.elec-tronics, i. e. temperature is significantly below freezing.(Wait
for
spring) Cassette or Wafér flOt properly engaged. Bad tape. (check tape loop for driver wheel contact and see that it is properly iñ thecas-sette..)
Zero position not set correctly. (Adjust. zero
knOb on case.)
Broken wire in cable or connection.. (Inspect wire). Broken strain gage or wire on the arm.
Too much light on tpe recorder which is trip-ping the EOT photo cell. (Close door)
Encoders not zeroed in-itially.
String is not winding up
consi stently.
III. Power switch ON
Flickering lights on the 111(a)
wand (b)
F
DATA ANALYSIS
The data recorded on the tàpe cassetts cannot be used without saine interpretation. The numbers need to be converted to physical units
(e.g. decimal feet), corrected for an internal shift of the string away
from the case origin, and transformed from polar to i-ectangular
coordi-nates. 'The offsets then undergo a coordinate transfòrmation from a HMD
centered systemto a boat axis system. The above operations are performed
with the aid of a series of computer programs. The various steps in the process are shown in Figure F-l. Briefly, after the interactive terminal session is initiated., the tape cassette is placed in the tape reader, and the recorded infOrmation is played into the computer which stores it in a data file, here denoted as "BOAT.DATA". The file may include bad data that needs to be corrected or deleted! Such data could be due to a transmission failure or simply a measuring error. Step (3) allows the
raw data to be edited for any known or obvious errors. Figure F-2 shows
the first few lines of an edited, raw data set. The raw data is then scaled and the offsets converted from polar to rectangular coordinates. If sufficient waterline and centerline points are included, the offsets are rotated from a ildevice centered't coordinate system to a consistent
"boat axi s" sys-tem
An example of the rotated offsets is given in Figure F-3. A plot of
the body plan, such as the One shown in Figure F-4, can also be produced
as a quick check to see that everything is working properly. If the data
is in order, it is then fed into the "lines processing program (LPP)" in Step (6) which compútes various hydrostatic properties of the hull that may be of intered. Preliminary LPP output for the. port and starboard sides of yacht nuff ber 3686 are shown in Figures F-5 and 6 and the body plans in
Figure F-7. The data in each of the four columns of. Figures 5 and 6 are
for the four conditions of (1) datum waterplane or determined from freeboard measurements, (2) ibid, two degrees heel, (3) ibid, 25 degrees heel, and
(4) upright, "sunk condition" with a waterplane elevated by 2.5% fOrward and 3.75% aft. For éach of the above four conditions, in addition to the
-34-
-35-hydrostatic quantities listed at the top half of the page, three lengths are determined including the conventional waterline length
(LWL), the length based on the second-moment of the sectional area
curve (L2M) and a new length (LSM) based on the second moment of the square root of the sectional area curve.. A further discussion
Scale and Rotate
the Offsets
BOAT.ROT.DATA
plot the Résüits
LPP
BÒAT.I.PP.bATA
4
.4
'i,.
Figure F-1
Data Processing Sequence
INPUT/QUTPT
STEP t(1) Initiate Compüter.
Session
Tape
eader
-
(2) Read Data and Store
In File set
BOAT. PATA
I
;'
j
(3) Edit Data for
Errors
Corvert iotated
Data to LPP
N
4-i . O idli,
Pi ai u (.1 U) a, aik
t'
OOO00000Ot
OCJOOOO( OOOOODOOOCQ
OOQr,
Qo jçj(C
I. -4O 00 0
1 ) b
Uìbti )
!a U ) Li b -O. (:c c'- c
o. C__%
Oooc'l-0000
ra oeeJm
oq-r
O)I Ctk1k1i
o o o o
c o o o o o o o o
o o o o o 0 0 0
OCS o o o c' 00 0 0 0 0
0 0 0- 0' 00 0 0 010 00,0
000 (
c ci ii)ri
O}N w.o OErlOE o ct
0'4O N in
N k) riti ON 't 0e1
M CtO FsC) Ü' )M ¡
r-t k)
3'N' l,-'csr4- icor5.
o a
rC 0300 0000000000000000
lOO 0000 OE0
000000 O.O.o) O li oOoo,o
O C'O 000000 00 0 0
4
bi 'ON C) O. O '-i ti q
WO 00 M
in o 'O rs o 0.0 '4 tIM
lJ Co Co 0.0.0rl ti 'r In 'O Nc 0.0 '-I r4t'
In 'O N W 400 ,,-i '4v-i'4
-i '4 tI ti ti ('4 (414 Citi
('ICiti
MMr,tirq M M
i
'r 'r 'r it 'r hi in in in lo in bib-ibik)
'o 'O..O 'o 'oo'o
l_O 000 0 00 00 00 00
00 00 OOO
00000000000000000000000000.000000000000
0000 00 00 OC' 000
0000000
I i s i i i i i ¡ i i i i u i i i i I I i i I I i
i
P i i I i i i i i p pi4
t . t bt
* 0)0-t
-f t tt
t o . . e tt
tCC0 7(.4t)
OLI, JCII-O'O' 41.)
i-.. ;4 I.-' i..,I''
' I.-I-' p.. 0ti - t
tt
t t t t t e e tt
-cl is.iJ our:. ti '-i on cow o ti o ui
-o .4t I.)
. NC) O Ui C'io ocp co - c' '0 0tn-o Cø-Cp. CI '00 '0
I.)
l. -.5-. I.l- ll
)*-l-e
I-il'.F
F-'1-' P'i'P' t) 00000 )0Q')
1 () Q00O0',"'.-' .
ru rn o ti) O (4 w 1!i-
-I-?))(,ZZ
'Cr-. O- D'O- 0' 0' 0' ().Th O-O' D'-O' (Ji-Ui (JI UT 'UI UI (fl'UI Ui
b b .
b .b.b -b b
(4 C'I (I L4(4N N C'lt.) tjt. M
-e -<1C)
i.. I-' ê-' 1-' i-.o
t --4 --',rr
-II-4
*O-IN
":12 --I--I--r wu
'-"i.-'
-p-i--l-41-' I- P5
1--'l-F-:l--'i-'
ê-I.. I-' Ii-i 7 e.
0' 0' (. C.. 0' Ci. 0-0-0' 0'. 0.0.0' C4N14 N (ti N (.4W C'I 'O '0 '0 '0'O'O '.1 CO (i- 0-Ct. D--0- Cr'
Cr' D-. N N N W o
z -< rn
t t tt
t t -t . t t t t e e .t
s s e e e s e . e st
tt
st
t
.-.4,..
il pp'J 'J 'J '-J '-J'.J'-J
J-Nl 'J '-J "J "J 00
i-'i-' F-P' P-F-' 1'0 '0 '0 '0 0 '0 -0 0 0 'J '-J NI "4 '-J
J "J '-'J I-J 1-J M M O -z O 1 F-' f) C'I Ji. (-1(4 C'C.') (i! O'- 0- CU '-00- " '" F- t) N- N 0' '40) '0 '0 '0 '0 0 F-' O -i-'
t'.) N (1 (.4 .A b (J)
(r' "-J (0
(tI-o
i--'
Figure F-4,
Body plan from the sc4led and rotated
data.
-3g-MIT - H IRVING
PRATT OCEAN RACE HANDICAPPING
PROJECT
LINES. PROCESSING PROGRAM
MAY 1977
YACHT NO. 3686
MEASURED ON
5/26/1976
PORT
WITH PRATT tIEV
FREEBOARDS FROM: bR CERI 1/23/72
STEMHEAD' LOCATION,:
XMEAS= -2.13
XRLWL(1)= -4.27
!F901 2.27
1LBG=33.85
FF(1)= 4.03
FA('l)= 2.92* i
*
2 * 3 * 4* . * * * *
HEEL
tIEGREES *0.0
*2.000 * 25.ÓO0 *
0.0
*FREEBOARD Fut' (AT 0.0
F1) *
3.892 *
3.892 *
4.006 *
3.154 *
FREEBO.Rt AFT
(AT 30.676 FT) *
2.889 *
2.893 *
3.520 *
1.800 *
DISPLACEMENT
CUBIC FT
*276.9 *
276.9 *
277.0 *
488.8 *
DISPLACEMENT
POUNDS SW
*17723 *
17723 *
1772? *
31281 *
LCB Z AFT OF FUD END OF LWL(1)*'
51.18 *
51.18 *
51.15 *
52.83 *
VCB ADOVE WAT'ÈRPLANE(1)
FT *
-.1.03 *-1.03 *
-0.70 *
-0.39 *
VCG AEOVE LJATERPLANE(
FT *
-0.01 *
-0.01 *
-0.01 * -0.01 *
RM/t'EG HEEL LBS-FT/t'EG * 0. *
1064. *
833. *
0. *
WETTED SURFACE
SO FT
*289.7 *
289.5 *
279.1 *
373.9 *
LATERAL PLANE AREA
SG FT
*39.5 *
89.4 *
723 *
1.18.1 *PRISMATIC COEFFICIENT
*0.503 *
0.503 *
0.514 *
0.542 *
LWL
*30.63 *
30.68 *
30.32 *
32.60 *
LSM
. *29.04 *
29.04 *
28.80 *
32.38 t
L2 .*
27.66 *
27.66 *
27.65 *
31.41 *
AVERAGE LENGTH
30.05
SECTION AREA CURVES - AREA
ISO FT AT GIVEN POSITION IN FT AFT
INPUT -
REF LWL(i)
* 1 t 2 * t4'
t.1
0.0
-2.144
*0.0
*Ö.0
*O.Ó
*0.0
* 22.023
-0.12.1 *0.0
*0.0
t0.0
*0.41 *
33.803
1.659
*0.37 *
0;57 *
0.47 *
2.20 *
45.862
3.718
*2.36 *
2.36
*
4.29 t.5.49 *
58.642
6.498
*5.54 *
5.55 *
5.84 *
10.69 *
611.019
8.875
*10.53 *
.Q.53 *10.58 *
17.39 *
713.396
11.252
*14.76 *
14.76 *
14.74 *
23.06 *
815.813
13.669
*17.29 *
17.29 *
17.2! *
26.64 *
918.282
16.139
*17.88 t
17.88*
17.66 *
27.67 *
1020.903
18.759
*16.09 *
16.09 *
15.99 *
26.06 *
1123.278
21.134
* .13.51 *13.32 *
13.54 *
23.27 *
1225.450
23.306
*9.65 *
9.66 *
10.02 *
18.82 *
1327.368
23.224
*6.03 *
6.03 *
6.17 *
14.20 *
1449.50
27.406
*1.73 *
1.73 *
1.53 *
7.98 *
1531.424
29.280
t0.42 *
0.42 *
0.33 *
4.19 *
16 .33.15331.009
*0.0
'*0.0
*0.0
*0.48 *
1734.553
324Q9
*0.0
*0.0
'*0.0
*0.0
*NOTE
TRAPEZOIDAL DISPLACEMENT IS
0.18 PER CENTLEES THAN SPLINE
Figure F-5
LPP output fo
the port side
41SECTION AREA CURVES AREA IN SQ FT AT GIVEN POSITION IN FT AFt
-INPUT
NOTE
TRAPEZOIDAL DISPLACEMENT IS
0.18 PER CENT LESS THAN SPLINE
Figure 'F-6
tP
òutput
fór the s-tarboard
side of the
yacht
KATRINA.
REF LWL(1)
* 1 * 2 * 3 * 4 10.0
-3.176
*0.0
*0.0
*0.0
*0.0
21.945
-1.231
*0.0
*0.0
*0.0
*0.0
* 33.026
-0.150
*0.0
*0.0
*0.0
*0.40
45.318
2.142
*0.97 *
0.97 *
0.86 *
3.00 *
57.379
4.203
*2.93 *
2.93 *
2.87 *
6.44 *
69.217
6.041
*5.54 *
5.54 *
5.54 *
10.36 *
11.489
8.313
' *9.28 *
9.2.9 *9.46 *
15.82. * B13.463
10.23-7 *12.42 *
12.42 *.
12.55 *
20.10 *
914.962
11.786
*14.91 *
14e91 *
14.94 *
23.41
1017.070
13.894
*17.27 *
17.27 *
17.30 *
26.67 *
1119.253
16.077
*17.43 *
17.43 *
17.41 *
27.23 *
1221.003
17.827
*16.91 *
16.91 *
16.86 *
26.83 *
1323.488
20.312
*14.36 *
14.36 *
14.36 *
24.05 *
1425.640
22.464
*11a07 *
11.08 *
11.21 *
20.24 *
1527.450.
24.274
*7.94 *
7.94 *
8.06 *
16.44 *
1629,372
26.196
*3.90 *
3.89 *
3.82 *
10.96 *
1730.311
27.135
*'.10 *
2.10 *
1.86 *
8.33 *
1831.912
28.736
* 0.42 .*0.42 *
0.35 *
4.18 *
1934.412
31.236
*0.0
*0.0
*0.0
*0.18 *
20 .35.52032.344
*0.0
*0.0
*0.0
*0.0
*MIT - H IRVING PRATT OCEAN RACE
HANDICAPPING PROJECT
LINES PROCESSING PROGRAM - MAY 1977
YACHT NO. 3686
MEASURED ON
5/26/1976' STARB WITH
PRATT tiEV
FREEBDARDS FROM: IOR CERI 10/23/72
'STEMHEAD' LOCATION:
XMEAS= -1.10
XRLWL(1)= -4.27
'FGO'= 2.27
'LBG'-338
FF(i)= 4.03
FA(1
2. * i * 2 * 3 * 4 * * *HEEL
DEGREES
*0.0
*2.000
FREEBOARD FWD
(AT
0.Ö
FT) *
3.962 *
3.862
FREEBOARD AFT
(AT 30.713 FT) *
2.898 *
2.903
DISPLACEMENT
CUBIC FT
*274.0 *
274.0
DISPLACEMENT
POUNDS SW
*17534 *
i734
* * * * * * * 25. 000 *
3.979 *
3.310 *
274.2 *
17547 *
0.0
3.120
1.806
481.3
30801
* * * * * * C. iLCB Z AFT OF FUJD END OF LWL(1.)*
-iv. *50.89
VCB ABOVE WATERPLANE(1)
FT *
-1 .04 *-1.04
VCG ABOVE WATERPLANE(1)
FT *
-0.25 *
-0.25
RM/DÈG HEEL
LBS-FT/trEG *
0. *
1064,
WETTED SURFACE
SQ FT
*284.3 *
294.2
LATERAL
PLANE AREA
SQ FT
87.6 *
87.5
PRISMATIC COEFFICIENT
*0.508 *
0.508
* * * * * * *50.90 *
-0.72 *
-0.25 *
'855. *
274.3. *71.4 *
0.515
52.32
-0.39
-0.25
0.367.0
116.6
0.540
* * * * * *LUL
*30.71 *
30.72
LSM
*28.97 *
29.97
L2M
*27.85 *
27.83
AVERAGE LENGTH
30.10
* * *30.30 *
28.68 *
27.72 *
32.74
7-,
- . -.
.731.27
* *o
o
o Q o o Q Q o a a aVRCNT NC. 3685 HEASUR(Q CN. 5/26/1976 PORT 510E
JQ .5.0 -i.00 -2.Q0 0.00 2.00 1.00 0.00 B.6Q
TRCIIT NC. 368a MRSuP.E0 CN 5126t1976 5TRfieCa0 5OE