API Calibration Facility For Nuclear Logs PDF
API Calibration Facility For Nuclear Logs PDF
API Calibration Facility For Nuclear Logs PDF
ABSTRACT
Table 1
Total Nuclear Logging Operations'
Total Nuclear
O p e l a t ~ o n sIn Teims of
Wells Drllled Nucleal Logs Run* Wells Dr~lled,Percent
Outs~de Outslde Outslde
Year U S U S. Total U S. U. S. Total U. S. U. S Total
Table 2.
The Uranium Series3
Mode o f
Nuclide Disintegration Half L l f e Sequence
238 9
UI a 4.51 x 10 y r
9 2'
gOTh234 p 24.1 d
uX1
234m 1 . 1 8 rnin
uX2 91Pa B , IT,
234
uz 9 lPa B 6.66 h r
2 34 5
UII a 2.48 x 10 yr
9 2'
4
I0 Th230 , a 8.0 x 1 0 yr
90
226
Ra a 1620 y r
88Ra
222 d
Rn a 3.82
86Em
218
Ra A 84" a, a 3 . 0 5 min
Natural potassium h a s a much lower speclfic actlvlty, to date nearly 80 gamma-ray 11nes have been observed
VIZ , ~n the spectiurn of the former, 60 in t h e latter.*
A , = 3.4 pJz.oto~tslsec-yrrtm K, Although the data on the energles and intensltles of
many of these a r e to some extent uncertain, ~t is
than elther uianiunl or thorium but is of approximately
belleved t h a t the aforementioned values of A , and ATh
equal importance In its contiibution to the gamma-ray
and the general features of the energy dlstrlbution
act~vltiesof most sed~mentaly rocks because ~t is a
curves a s outhned ln Table 5, p 294, a r e sufficiently
much more abundant element.
accurate f o r present-day logging studies.
Some idea of the complex~tyof the emisslon properties 'Theergrgles and l n t e n s ~ t ~ eofs the most Intense lines In the spectra
of the naturally occurring rad~onuclldesare l~stedIn Table 4 , p 293
of the U23Rand Th2" familles follows from the f a c t t h a t Note that the gamma rays ernltted by K4O are monoenergetlc.
Table 3
The Thorium Series3
a
Mode o f
Nuclide Disintegration Half L i f e Sequence
--
232
Th
goTh a 1.42 x l0l0yr -
MsThl
228
6.7
a
88Ra B yr AL
228 B
MsTh2 B 6.13 hr
8 gAC
RdTh ~h~~~ a! 1.91 yr -
I3
224
3.64 d
a
ThX a! A-SL
88Ra
220 a
Tn a 51.5 sec AL
86Em
216 a
ThA 84"
a 0.16 sec JL
The baslc characteristics of the 3 naturally occurring 3. Character~stlcs of the detector and the counting
source m a t e r ~ a l sa r e summar~zedIn Table 6, 11. 294. The system
radium portion of the uranlum series 1s included a s a 4. Posltion of the detector ~n the borehole
separate item f o r reference purposes. 5 Density of the f l u ~ d111 the borehole
It is impoltant to observe t h a t the response of the 6. Dlanletel of the borehole
natural gamma-ray log does not necessarily p r o v ~ d ea 7. Thickness and denslty of the caslng and cement
d ~ r e c measuie
t of formatlon a c t ~ v i t yI n fact, the nature 8 Bulk density of the foirnation
of the problem 1s such that, In some condltlons, the and in some cases 011
q u a n t ~ t i e srecorded on a log cannot even be qual~tatively 9. Relative concentrat~onsof the radioactive mate-
related to gamma-ray emission without the a ~ dof rials ( U , Th, and K ) In the formatlon.
calibration data and departure curves T h ~ shappens, The physical pi lnclples nlvolved here can perhaps best
of course, because the magnitude of the signal produced be understood if the contrlbut~onto the response, d I ,
a t the output of the detection system 1s ~nfluencedby made by the radioactive materlal contamed In a n element
a combination of factors. To elucidate, the response of of volunle dl', havlng denslty p , located a t a dlstance r
a detect01 statlonary In a borehole oppos~tea glven from the center of the sens~tlbevolume of the detector
formation will depend upon: 1s expressed In the general form (for the case of a
1. Specific activity of the formatlon (gamma rays/ pulse-type detector) :
sec-gm) d l = .4~Pfi)O(r)pdIT (2)
2 Speclfic a c t ~ v ~ t i eofs borehole flu~d,caslng, and Wl~ere~n:1 . sA the number of gamma rays emitted per
cement second per gram of rock; O(r), the fraction emltted in
API CALIBRATION
FACILITY
FOR NUCLEAR
LOGS 233
Table 4
Gamma-ray Lines* in the Spectra of the Important
Naturally Occurring Radionuclides3
--
- -
-- _I___- -- -_..A
Table 5
Spectral Composition of the Gamma Rays* Emitted by the Uranium Series,
the Thorium Series, and Potassium'
U r a l i ~ u n iS e n e s
Number of
Photons per
I 1 T h o r ~ u n lSeries
Number of
Photons' per
I
-
Table 6
Characteristics of the Three Naturally Occurring Source Materials'
K 31.3 0 11 1.46
Ra(+) 3.63 X 1010 2.20 80 X loi0 0 81
*Photons w ~ : henergles less than 100 kev not Included
( + )Ser~esIn equ~l~brlum.
s e n s ~ t i v eto gamma r a y s of all energles, the manner In p will now v a r y only w ~ t hItems 4 to 8, E, with Item 3
whlch the efficiency v a n e s with energy can d ~ f f e rfrom
one type of counter t o the next Calibration and Standardization of Gamma-ray Logs
Thus, In p ~ l n c i p l eP IS affected by v a r ~ a t ~ o nins the I t IS apparent from the "Introduct~on" t h a t many of
l a s t six items l ~ s t e dpreviously. The last seven Items w ~ l l the d ~ f f i c u l t ~ emherent
s in gamma-ray logging would be
affect the energy d ~ s t r ~ b u t i oof n gamma rays w h ~ c h , e l ~ m ~ n a t eifd a common u n ~ of t measurement defined In
in t u i n , affects the spec~ficvalue of E . The descript~onIS telnls of a standard source of ganima radiation (which
s ~ m p l ~ f i econsiderably
d however, ~f we assume, In accord- could be used to c a l ~ b r a t eeach type of gamma-ray
ance wlth a common practice whlch may or may not be logging tool) were adopted by t h e servlce companies
well-grounded, t h a t under the c o n d ~ t ~ o n normally s Once the Subcomm~tteeagreed t h a t t111s approach t o
encounterecl In well logging s t a n d a r d i z a t ~ o nwas practicable and would not 11lfr1ng.e
a. t h e energy spectrum of the gamma r a y s e m ~ t t e d upon t h e r ~ g h t sof ~ n d ~ v ~ dcompanies,
ual t h e h a w pioh-
by the formation does not v a r y much from one lems of namlng and defining the standard unit of log
formatlon to another (l.e., w ~ t ht h e r e l a t ~ v econ- response were attacked E x ~ s t ~ nunits g wele first con-
centrations of U, Th, and K ) , and s ~ d e r e d .Some of these had desirable characteristics b u t
h. t h e spectrum ~ n c ~ d e on n t the detector is not shifted none w a s completely d e s c r ~ p t ~ vofe the ganinla-ray enils-
s ~ g n ~ f i c a n tby
l y changes In horehole and formation slon p r o p e r t ~ e sof the formatlon Because of t h ~ and s the
condit~ons. d~fficultyof achlevnlg agreement between the competi-
FA(:ILITY
APT CALIBR.ATION FOR NUCLEAR
LOGS 295
Reference should also he made to the f a c t t h a t t h e s l ~ g h t l ydifferent elemental composlt~on Under some
energy, E,, of t h e source neutrons plays a role In conditions, then, t h e response curves of the neutron-
determlnlng the character~stlcs of the spatial d ~ s t r l - gamma a n d neutron-thermal neutron logs niay be t h e
h u t ~ o n of neutlons All other factors belng equal, same, whereas under others there may he major
changes In E , can alter t h e relationship hetween neutron d~fferences.
d e n s ~ t yand hydiogen content. b. Soztrce-detector S p n c ~ n g .The a h l l ~ t yof a neutron
The niechan~sms u n d e r l y ~ n g the neutron l o g g ~ n g log, regardless of type, to ieflect changes m t h e hydrogen
niethod a r e such t h a t the f u n c t ~ o n a l r e l a t ~ o n s h ~ p content of a formatlon IS dlrectly related to the spaclng
hetween hydrogen concentrat~onand log response can between the source a n d the detect01 As the spaclng is
v a r y from one type of logg~rlgsystem to another. I t is Increased (in t h e reglon above crossover), the fractional
thls c h a r a c t e r ~ s t ~ cmore
, t h a n a n y other, which compll- change i n response f o r a u n ~ change t In hydrogen IS also
cates the s t a n d a r d ~ z a t i o nproblem ~ncreased. However - a s was mentioned prev~ously-
The h a s ~ cd~fferencesIn response vs p o r o s ~ t y~ n d e x neutron density always decreases w ~ t ht h e d ~ s t a n c e
of the various logging systems stem from the use of from the source, so t h a t the larger spaclngs a r e char-
d~fferent types of detectors, source-detector spacings, acterlzed hy lower c o u n t ~ n grates and greatei s t a t ~ s t l c a l
and - probably to a niuch lesser extent - types of fluctuat~ons
sources. Each of these factors is discussed briefly Each sei-vlce company selects source-detector spaclngs
following In accordance w ~ t hits own ideas a s to what constitutes
CL. Detector T y p e . Three generlc types of detector a r e the best comproni~sebetween hydrogen resolut~onand
used In commercially a v a ~ l a b l eneutron loggnlg tools. c o u n t ~ n gr a t e f o r its 1)artlcular cond~tions The result
F o r our purposes, we w ~ l l refer to these s ~ n i p l ya s 1s t h a t even tools of t h e same type ( e . g , neutron-
thermal neutron, eplthernial neutron,* and gamma-ray gamma) a r e operated w ~ t hd ~ f f e r e n tspacings and, a s
detectors, ~th e ~ n gunderstood -hut ~ g n o r e d- t h a t not a consequence, can have d ~ f f e r e n tresponse cuives.
all thermal-neutron detectors a r e completely insensl- c. Nezctron Solirces. The neutrons e m ~ t t e d h y the
tive to e p ~ t h e r m a l neutrons a n d l o r gamma rays and sources In present-day neutron logglng tools a l e pro-
converse1y. duced by a nuclear reaction w h ~ c hmay be described
The responses of the first two detectors a r e propor- symbolically a s follows:
tional to the densities of thermal and epithermal .,Be9 + .He4 -+,nl + ,C1" 5.71 Mev.
neutrons, respect~vely, In t h e ~ r ~ m m e d ~ a tvei c i n ~ t ~ e s .
Hence, from the dlscuss~onIn the prevlous sectloll, we A small p a r t of the r e a c t ~ o nenergy (5 71 Mev) is used
see t h a t for a . given set of horehole a d format1011 up In the r e c o ~ lof the C 1 h n c l e u s , all o r p a i t of the
c o n d ~ t ~ o n sa, neutron-thermal neutron and a neutron- remainder may be carrled off by the neution
e p ~ t h e r m a lneutron log can have q u ~ t ed ~ f f e r e nhydrogen
t Sources of t h ~ stype a r e made by mlxlng - o r com-
response curves h l n ~ n gchemically - a n a l p h a - e m ~ t t ~ nr agd ~ o n u c l ~ dsuch
e
A t fiist s ~ g h ~t t appears a s though a sonde c o n t a l n ~ n g a s Raze, Pox0, Ac227, or PuZSY,w ~ t hberyll~um, the
a gamma-ray detector wlll produce a log w ~ t ha response t a ~ g e tmatella1 The neutron y~eltlof a glverl source
veiy s ~ m ~ l ator t h a t of the thermal neutron log. The prlnclpally depends upon the r e l a t ~ v ep r o p o r t ~ o n sof
reasonlng 1s a s follows When thermal neutrons a r e alpha en11tte1 and target m a t e r ~ a lused, the manner of
absorbed by format1011 n u c l e ~ the , excess r e a c t ~ o nenergy mlxlng or conihln~ng,and on the decay p r o p e r t ~ e sof
1s promptly released In the form of gamma r a y s the alpha e m ~ t t e r A p p r o x ~ m a t e y ~ e l d s o b t a ~ n a h l e In
Inasmuch a s t h e number of neutrons absorhed per p r a c t ~ c efrom some of the commollly used alpha-neutron
u n ~ tvolume a t a n y polnt In the formation IS propor- sources a r e listed in Tahle 7.
t ~ o n a lto t h e thermal neutron d e n s ~ t y a t t h a t polnt, An ( a , ? ~source ) always e x l i ~ h ~ at s wrde spectium of
the g a m m a - r a y - e m ~ t t . ~ nnucl~des
g a r e seen to he d ~ s - neutron energles even when the alpha pal-t~clesall have
t i ~ h u t e dabout the source (of neutrons) 111 exactly t h e the same i m t ~ a lenergy. T h ~ IsS hecause: (I., many alpha
same manner a s the thei-mal neutrons Up011 assuming. p a r t ~ c l e slose p a r t of t h e ~ energ!,
r 11g coll~slonprocesses
t h a t few gamma rags c o n t i ~ h u t eto the courit~rigl a t e hefore they ~ n t e r a c twith a h e r y l l ~ u mnucleus; h , t h e
unless they a r e produced very near the detector, one product nucleus 1s somet~mesleft In a n e s c ~ t e ds t a t e 111
1s led to the conclusion t h a t the response of the gamma-
which case the energy of e s c ~ t a t ~ o1s n not a v a ~ l a h l et o
r a y detector 1s proport~onal to the thermal neutron the emitted neutron, and c, t h e recoll energy of t h e
d e n s ~ t yIn ~ t v~clnity.
s product nucleus varies wlth the angle hetween the Incl-
Of course, the fallacy 111 tins reasonlng IS t h a t In dent alpha p a r t ~ c l eand the o u t g o ~ n gneutron I n general,
the neutron capture process the eneigy ant1 numbei detalls 01.1 the neutron energy spectla of (a.7~)sources
of t h e gamma r a y s e n i ~ t t e ddepend upon the particular must he determined exper~mentally Short of expeil-
rlucle~mvolved. T h a t is, f o r the same thermal neutron merit, one can say wlth c e r t a ~ n t yonly t h a t t h e nlaslmum
density, the number of gamma r a y s e m ~ t t e dper unit energy of t h e neutions w ~ l lhe less t h a n the slim of the
time by a unlt volume of rock can he larger, smaller. alpha-part~cleenergy and the react1011energy D a t a on
o r the same a s t h a t from some other u n ~ volume t havlng the spectrum of neution energles emitted hv R3-Be,
8.4 neutron w h ~ c hhas not completed the slow~ng-downprocess Po-Be, and Pu-Be sources a r e included In Table 7.
A P I CALIBRATION
FACILITY LOGS
FOR NUCLEAR 297
.-
Table 7
Pract~cal Yields from Alpha-Neutron Sources
-- Source
Ra:Be
Alpha
Em~tt.ei
Ra"26 plus
Alpha E n e r g ~ e s ,
Mev
Yleld,
Neutrons/ Sec-Curte
1 0 - 1.5 x 10'
I Neutron Energy, Mev
Average
38
1 Mas~tnum
12
decay products 5.49, 5 99, 7.68
Po. Be p0~lo 25 x lo6 4.3 . 10 8
Ac :Be Ac"" plus 4 94, 5.86,5.97, 1.7 - 2.0 x lo7 5.0 13
decay prodi~cts 6 03,6.62,6 82,
7 36, 7.43, and
"*,
zones and 15 f t below them. t ~ c u l a r l yf o r outcropplngs or marine s e d ~ m e n t swhere
selective l e a c h ~ n gor d~ssolutionof specific Inemhers of
I' 4 'D l STEEL DECK PLATE the serles has occurred.)
In the case of uranlani, ~t 1s easler to ohtaln a pre-
c ~ s e l yknown quantity of t h e daughter product radlum
than of uranluni Itself I t I S l e g ~ t ~ i n a t ?e use r a d ~ u m
because approxiniatelv 98 pelcent of the gamma l a y s
LOW ACTIVITY CONCRETE
above 100 kev e n i ~ t t e dby uranlum In e q u l l ~ b n u mm ~ t h
~ t sdaughter products come from the products below
r a d ~ u m .The r e q u ~ r e damount of r a d ~ u n iIn equ~llbrlum
w ~ t h75 g r a m s of uranlum I S 25 nilcrograms In order
CORRUGATED P I P E to have some r a d ~ u m available f o r p ~ l o t nllxes, a
cluantity of 40 micrograms of radlum in t h e form of
a n insoluble compound (sulfate) ~ n t ~ m a t e m l y~ x e dw ~ t h
40 I b of 20130 Ottawa s ~ l l c asand w a s obtalned. N a t ~ o n a l
RADIOACTIVE CONCRETE Bureau of Standards cel-t~ficat~on on the amount of
r a d ~ u mw a s prov~ded.
Radlum decays initially to the element radon, whlch
1s a heavy g a s and whlch h a s a 3 8-day half-l~fe. It
was a n t ~ c l p a t e dt h a t some of the ladon, w h ~ c hwould
be 111 equilibrlunl w ~ t hthe r a d ~ u mwhen rece~ved In
LOW ACTIVITY CONCRETE sealed c o n t a ~ n e r s ,would escape to tlie all d u r ~ n gthe
process of mlxlng the cement s l u l r y f o r the test p ~ t .
Thls necessitated waiting sevelal radon half-lives-
about 3 weeks-after pourlng the conclete foi the
activlty of p l o t nllres 01 of the gamma-ray p ~ ltself t
to b u ~ l dup to e q u ~ l ~ b r ~before u n ~ maklng measurements
CASING (5; 0 0.17 : ~ - 5 5 ) One advantage of niaklng the test p ~ concrete t 1s t h a t
~t p o s ~ t ~ v e lInsures
y t h a t radon m ~ l l not escape The
loss In a n unconsol~datedformat1011would, In all proh-
a b l l ~ t ybe
, n e g l ~ g ~ bhut
l e a small element of doubt would
exist.
I n the case of t h o r ~ u m ,a somewliat s ~ m l l a i problem
Fig. I-Gamma-ray Log Calibration Pit of e q u ~ l l b r ~ u marlses The ~ n i n ~ e d ~ adaughter
te of
300 BELKNAP,
L)EWAN, KIRKPATRIC
thorlum is Mesotholiuni I, whlcli has a 6 7-year half-life. Carthage marble, w h ~ c hh a s a p o r o s ~ t y 111 the range
T h ~ snuchde 1s a n lsotope of r a d ~ u m so t h a t when 1 to 3 percent, I n d ~ a n alimestone w ~ t ha porosity of
t h o r ~ u m1s refined and the radlum w h ~ c h1s nornially 17 to 20 percent, and Austln l~mestonew ~ t ha poroslty
present IS lemoved, the Mesothor~umI IS also removed. of 25 to 30 percent. These m a t e r ~ a l s wele o b t a ~ n a b l e
A perlod of 20 to 30 yeais IS r e q u ~ l e df o r t h e Meso- in Houston, 111 the form of closely mach~ned blocks.
thorlum I to agaln approach equillbnum Attenipts were The slze of the f o r m a t ~ o l l s111 t h e neutron p1t 1s
therefore made to locate a supply of t h o r ~ u mrefined determined by the depth of i n v e s t ~ g a t ~ oofn the neutron
20 to 30 years ago; thls proved to be f r u ~ t l e s s I11 l ~ e u log T h ~ sI S strongly dependent upon poros~ty, b e ~ n g
of the refined t h o r ~ u n2~ k ~ l o g r a m s of finely ground greatest In low p o r o s ~ t ~ ewhere
s, t h e 90-percent depth of
~ n o n a z ~ t ore
e assaying 9 70 percent t h o n u m o x ~ d e p e n e t r a t ~ o nwith radium-beryllium neutrons, IS about
( a p p r o x ~ m a t e l y180 g r a m s of t l i o r ~ u m ) and only 0 37 2 f t However, in the f u t u r e t h e use of 14-mev neutrons
percent uranlum oxide w a s obtained from t h e New (from the H"d,n)He4 reaction) may become w ~ d e -
Brunswlck laboratory of t h e Unlted States Atomic spread These neutrons should have a somewhat
Energy C o m n ~ ~ s s ~ A o n check by the AEC laboratory Increased depth of investigation although the exact
showed t h a t the m o n a z ~ t emas w ~ t h l n 2 percent of amount IS difficult to assess. Consequently, a r a d ~ u sof
equlllbr~um. An a d d ~ t ~ o n a2l2 k ~ l o g r a m sof monazite 2 % f t was chosen. The depth of the formation w a s set
ore assaylng 5 5 to 6.0 pelcent T h o 2 and 0.1 peicent a t 6 f t , based on the exper~nlentalf a c t t h a t the vertlcal
U,08 eras donated to the project but not used n ileutron logs is approx~mately
depth of l n v e s t ~ g a t ~ oof
I n the case of p o t a s s ~ u m ,a d ~ f f e r e n ttype of problem 2 f t The 6-ft depth should therefore give a good l o g g ~ n g
arose. Here a relatively large amount of the material "plateau."
is required. However, easily a v a ~ l a b l ep o t a s s ~ u mcom- Fig. 2 shows a-cross-sect~onalvlew of the neutron pit.
pounds, such a s KCL and KISO,, a r e water-soluble I t I S 24 f t deep overall, with a 15-ft rathole e x t e n d ~ n g
Thls posed a d~fficult problem of assuring u n ~ f o r m below the bottom zone. The 3 l ~ m e s t o n efolmations a r e
d ~ s t r ~ b u t i oofn the potassium In the cement s l u r r y slnce each made up of 6 octagonal blocks, each 1 f t t h ~ c k wlth ,
a n y excess water would tend to collect on top a s t h e carefully machined flats. A 7%-ln. hole extends through
cement set up The solutlon adopted was to use mlca, the center of the p ~ tThe porosit~es~ n d ~ c a t e011 d Flg. 2
whlch is insoluble, a s a source of potass~um.Potassium a l e the final values assigned to the formations (see
mlca (muscovite) h a s the theoretical formula H2KA13 S e c t ~ o nV I ) On top of the stone IS a 6-ft layer of w a t e r
(S1O4)3 w h ~ c hi n d ~ c a t e sit contains 9 8 percent potas- w h ~ c hserves the dual purpose of provldlng a 100-percent
sium by weight A quantlty of magcomica assayed 9 poroslty reference p o ~ n tand s h ~ e l d ~ nthe g gamma-ray
percent K, 1 0 8 ppm U and 0 01 ppm Th T h ~ was s used detector In G R N tools from excessive r a d ~ a t l o nfrom
In t h e test p ~ tHowever, slnce the p ~ recluired t a con- the neutron source a s the tools log the upper lrnlestone
centratloll of 4 percent K, it was necessary t o fill about
half of the volume of the r a d ~ o a c t ~ vzone e with mlca.
Slnce mlca h a s a i e l a t ~ v e l ylow bulk d e n s ~ t y ,t h ~ sled
to a n overall bulk denslty in t h e r a d ~ o a c t ~ vzone e con-
siderably less than In t h e other two zones and less than
nornially occurs In subsurface forniat~ons.
Details of the rnlslng procedure, pilot checks, labora-
tory analysis, etc f o r the gamma-ray pit a r e glven
m S e c t ~ o nV.
Design of t h e Neutron Pit
CARTHAGE LIMESTONE
In designing the neutron p ~ t ,there w a s conslderahle (POROSITY=I 9V.AVG)
expellence to draw upon slnce a number of the members
of the afolenient~oned panels had already constructed
somewhat s ~ m i l a r plts f o r thelr p a r t ~ c u l a roperating INDIANA LIMESTONE
(IS%AVG POROSITY)
or service companies.
General spec~ficat~ons f o r the neutron p ~ were
t that AUSTIN LIMESTONE
( 2 6 % AVG POROSITY)
~t hat1 to contaln three clean (shale-flee) l~mestone
folmatlons - one of low poros~ty,one of Internledlate
poros~ty, a n d one of h ~ g hporosity. The formations
hat1 to be "infi~nte" in slze, conipletely saturated w ~ t h
fresh water, and have accurately known poroslt~es.The
~ n t e r m e d ~ aporoslty
te zone would be used a s a standard
f o r c a l ~ b r a t ~ o nwhereas
; t h e other two, in conlunction
w ~ t ht h e mtelmediate zone, would he used to e s t a b l ~ s h
a standard departure curve BLOCK DETAIL
F o r the t h i e e types of stone there w a s little alterna-
t ~ v ebut to choose those already nl common use, v ~ z , Fig. 2-Neutron Log Calibration Pit
FACI
A P I CALIBRATION
zone A %-In. thlck luclte pipe extends through t h e and approved by the API. Construction of the faclllty
water zone to guide upper decentralizing dev~ces on was begun In September 1958 on a %-acre slte on the
logglng tools Thls pipe h a s no noticeable effect on t h e University of Houston campus, and completed in J u n e
neutlon response In the w a t e r zone. 1959. Genelal layout of the facillty IS shown In F i g 3
The method of saturating hhe blocks w ~ t hfresh w a t e r The Gamma-ray Plt
and of nieasuiing the amount of w a t e r in them a f t e r
Follow~ngexcavation and placement of the walls and
s a t u l a t ~ o nwas given a g r e a t deal of attention. Industry
centered caslng in the gamma-ray pit, the first low-
experience on smaller blocks indicated t h a t vacuum
activlty zone w a s poured using a neat portland-cement
implegnatlon was absolutely necessary to achieve com-
slur1 y. To insure uniforniity of cement used In all zones,
plete s a t u r a t ~ o n .Furthermore, slnce t h e blocks would
a quantity suffic~entf o r all three zones w a s p u ~ c h a s e d
be too heavy f o r a n accurate measurement of d i y weight
from the same source.
and wet welght, t h e only method of measuring directly
the amount of w a t e r held by each block w a s to com-
pletely desaturate ~t first and then to measure t h e Table 8
amount of water whlch ~t took up on saturation To thls Calculations of Material Quantit~esRequired for
end an elaborate s a t u l a t ~ o nsystem w a s deslgnetl, a s Gamma-ray High-activity Zone
descllbetl In the follow~ngs e c t ~ o n
I T/olicme of Portron of P L to~ be F ~ l l e d
V. CONSTRUCTION O F T H E CALIBRATION Volnme = .rrR" depth
=.rr(2 ft)" 8 f t = 100.5 c u f t
FACILITY 11. Spec~ficGravity and Density of 11Izx
Contracts and General Layout A s deteim~netlfrom small pilot mixes
Spec~ficgravlty = 1.47
Upon ieceiving authorization f l o m the API, t h e Denslty = 91.6 lb pel cu f t
University of Houston, acting a s prime contractor, 111. Totc~lTT7eig1rtof Mix Regutred
sol~cltedtulrlkey blds f o r the major constluct~onItems Weight = density x volume
of the f a c ~ l i t y . All blds were considered too high,
= 91 6 x 100.5 = 9,220 lb
01 4 18 x lo6 g m
w h e ~ e u p o nsubcontracts wele let f o r varlous poltlons IV. Q i u ~ n t i t yof IIf~caReqi~rredf o r 4-percet~tK
of the construction a s follows. ( b y weiglit) Concentrcctzo?~r t ~JItx
1 Fol major, slte wolk i n c l u d ~ n g~nstallatlonof the (Mlca analyzed t o contain 9.0 percent K )
two plts, all concrete slab wolk, g l a d ~ n g , and Q u a n t ~ t ymica = ( K concentlat~ondeslredl
K concentration In m ~ c a )
sliell~ngof adjacent areas. ( w e ~ g h of
t mix)
2 . Fol ~nstallationof a 20-ft x 40-ft ~nsulated,heated, = ( 0 04010.090) (9,220)
a l l - c o n d ~ t ~ o n e dmetal
, b u l l d ~ n g ~ n c l u d ~ n gwork = 4,097 lb mica
benches, a small office, lavoratory, and dark room. V. Qluitzt~tyof Wonaztte Sccnd ( T h o n ) Reqiiirecl fot:
3. Fol installat~onof a specla1 jib-type crane wlth a 24-ppn Tli ( b y w e i g h t ) Co?rce>rtrc~tto)~ In Jflx
40-ft boom and electrlc controls (Sand analyzed to contaln 9.7 percent T h o o and
4. Fol qualrying and fabrication of the limestone 0 37 pelcent U308)
blocks f o r the neutron pit Q u a n t ~ t ysand = [ ( T h ppm desired) ( w e ~ g h tof
5 Foi necessaly carpentry, electrical, and plunlblng mix)] / [ ( T h o 2 concentiatlon 111
work sand) (molecular w e ~ g h t T h /
6 F o r ~ n s t a l l a t ~ oof n a steel fence s u r r o u n d ~ n gt h e molecular w e ~ g h tT h o 2 ) ]
facillty. = [(24) (9,220)]1
All contract work w a s performed 111 accordance wlth [ (0.097) (2321264)l
= 2.6 lb o r 1.177
, -Em sand
speclficatlons furnished by t h e Umversity of Houston
V I. Qtic~ntttyof R a d z z ~ nOttmrucc.
~ Sand Regz~z.redf o r
12-ppm U ( b y w e z g l ~ t )Concentrutzo,t~z 7 ~Mzz
Ii GATE
1 , 7
(Sand analyzed to contain 1 bg R a per Ib)
From (Half llfe Rathalf llfe U )
= [(l.620) (lo3) l(4.51) ( l o 9 ) ]
= (0.359) (10-6)
U = 0.359 ppm R a
GAMMA-RAY LOG
U cleslred .x. R a I U
CALIBRATION P I T = R a necessary per gm mix
( E L E C T R I C CONTROLS I
1 2 x 10-6 X 0 359 X 10-6
= 4 31 x 10-'"1 R a per gm n11x
NEUTRON LOG 4 31 X 10-1- 4 18 X lo6 gm
CALIBRATION P I T
= 18 b g m R a required
= 18 Ib sand requlred
VII. Qziat~tttyof Neclt Portlc~ndCement Required
for M Z X
13 percent a s determined from pilot mlx
lz=='"- 108'-0.
Fig. 3-Plan and Layout of API Nuclear Logging
I
VIII
0 13 X 9,220 Ib = 1,200 lb cement
Qriant~tyof W a t e r R e q l ~ i r e d f o r I l f t z
42.33 percent a s determined from pilot nlix
Calibration Facility 0.423 X 9,220 Ib = 3,903 lb o r 468 gal w a t e r
F o r the hlgh-act~vltyzones the materials selected f o r The upper low-actlvlty sectlon, s l m ~ l a rIn compos~tlon
m ~ x t u r e wlth cement were r a d ~ u m - c o n t a ~ n ~ nsand,
g t o t h e bottom s e c t ~ o n ,w a s poured approx~lnatelyone
t l i o r ~ u m - c o n t a ~ a i i ~monazlte
g ole, and potasslum-con- month a f t e r the h ~ g h - a c t ~ v l tzone
y
t a ~ n l n g mica Three major 011-company laboratories The Neutron P i t
analyzed the cement and mica by gamma-ray spec-
A f t e r selection of stone types to be ~nstalledIn t h e
t ~ o s c o p yto d e t e ~ m l n ethe U, Th, and K content. Content
of the Ottawa sand and m o n a z ~ t eo r e w a s certified by neutron pit, quarrles throughout t h e U n ~ t e dS t a t e s were
the supphers. From this ~ n f o r m a t l o nthe quantities of contacted, a n d a Houston company w a s selected a s best
ecluipped to furnlsh the stone blocks 111 conformance
i n a t e ~ l a l sused 111 the n u s were calculated a s shown In
with the following approved speclficatlons
Table 8
Slx octagonal blocks of each type stone (Carthage
Extensrve pilot nlixung w a s then performed t o confirm marble, Indlana limestone, and A u s t ~ nllniestone)
adequate nilsmg control and to check the calculations. to measure 5 f t across the flats and 1 f t thlck w ~ t h
The samples wele first mlxed 111 % and 1 cu f t batches, a 7%-ln dlameter hole bored through the center
and finally a test barrel of a p p l o x ~ m a t e l y25 cu f t w a s of each, all machlned surfaces to be w ~ t h ~1132-ln.
n
p o u ~ e da ~ o u n da plece of 5%-ln. caslng 011-company tolelance, each type of block to be cut from a slngle
l a b o ~ a t o i l e sr a n spectral analysls on each pllot mlx large piece of stone to provlde nlaxlmunl un1-
a f t e r each lnlx was allowed to set f o r 2 t o 3 weeks f o r formlty of poroslty, n i a t r ~ s character, and geo-
e q u ~ l ~ b r a t l oofn the radon g a s I n a d d ~ t ~ othe
n l a r g e test logical environment.
balrel was "logged" by two servlce compan~es f o r To permlt checking the u n l f o r m ~ t yof poroslty between
p ~ a c t l c a l confilmatlon of over-all r a d ~ o a c t ~ v l t y stones of a glven type, and fol late1 cornpailson wlth
F ~ o mthls wolk ~t was found t h a t considerable d r y final saturation values, ~t was agieed t h a t e x t e n s ~ v e
mlslng was necessaiy to obtain uinform d l s t r ~ b u t i o nof core analysls should be performed on samples of each
the ratlloactlve n i a t e l ~ a lthroughout the mlx F o r actual block To f a c ~ h t a t ethls, the s u p p l ~ e rfirst m a c h ~ n e dthe
poullng of the pit the inaterlal was d r y n ~ ~ s eInd a blocks ~ n t o5-ft squares, 1f t t h ~ c kUnder the supel-vlslon
c o r n m e ~ c ~ mlxel
al for 8 hours, then 2 hours more a f t e r of the student project englneel, the colners were sawed
the a d d ~ t ~ oofn water C o n i p o s ~ t ~ oof
n the mlx wlth off, formlng the fin~shed octagon, and then a 4-111.
s u ~ n n i a t ~ oof n radloactlve components 1s presented In d ~ a n l e t e rcore was taken from t h e center before lathe
Table 9, from mhlch ~t 1s seen t h a t total component turnliig t o the 774-1n finished d ~ a n ~ e t eEach r removed
a c t l v ~ t l e sa r e very close to the spec~fiedd e s ~ g nvalues corner sectlon a n d center core w a s carefully tagged and
A s l u ~ r yvolume a p p ~ o x ~ m a t e l15
y percent In excess of coded to t h e block from whlch ~t w a s taken These
the calculated volume needed was mixed. Durlng t h e sectlons were then cut ~ n t oS I X pleces (each t a g g e d ) ,
pourlng operation a sample w a s taken a s each foot of and samples from all sectlons d l v ~ d e dInto S I X sets, each
the sect1011w a s poured f o r later laboratory analysis by set t h u s h a v ~ n ga sample from every corner and centei
gamma-ray spectroscopy core removed from every block.
Table 9
Composition of Flnal Mix for H~gh-activityZone, Gamma-ray Pit
R a d l a t ~ o nComponent
1 86 x lo6
Water
3,903 1 1 1 102 49
1( .
0 2256
1 .
54 545
1
I
0 12035
Total -
Conipos~t~on Actual 4.07 percent K 24 4 ppm Th 1 3 1 ppm U
By Weight
Deslred 4 percent K 24 ppm Th 12 ppm U
-
I
Arrangements were made with f o u r major oil-company a r e b e ~ n g retamed f o r chem~cal analysls a t a later
laboratories to r u n small core analyslson a complete set date. F o r general information, semi-quant~tative spec-
of these samples The U n i v e l s ~ t yof Houston Petroleum trographlc analysis made by a testlng laboratory In
Engineering Depaitment analyzed the fifth set and the 1951 on samples of slmllar stones I S given In Table 10
slxth set 1s being retamed a t the facihty foi possible F o r processing the blocks, many methods were con-
f u t u r e use Results of this analysis a r e tabulated and s ~ d e r e d and d~scussed with particular regard t o the
discussed In Sectlon V I I Samples of dust obtalned accuracy w ~ t hwhich final saturation could be measured
duling the cuttlng of the blocks were also collected and The method selected prov~dedf o r accomplishment of the
following objectives
Table 10 1 Effective d e h y d r a t ~ o nand satuiation of all blocks
Semi-quantitative Spectrographical Analysis of wlth accurate measuiement of all expelled and
Carthage Marble, Indiana and Austin Limestones absorbed w a t e r
Performed in 1951 2. Means of measuring bulk volumes of the blocks fol
comparison wlth geometi~cally computed values.
(Percent by weight; oxygen omitted)
Carthage Ind~ana Austln Arrangement of t h e e c l u ~ p ~ n e nnecessaiy
t fol the
Marble L~mestone Limestone process selected IS shown in F l g 1. One of the principal
Calc~un~ 37. 35.6 38.07 components 111 t h e system 1s the s a t u r a t ~ o ncham be^
Slllcon 18 0.8 0.39 which w a s leased from a company who had constructed
Ilon 0.1 0.14 0.19 ~t f o r a slmllar purpose I t s dimensions weie sufficient
Magnesium 1.3 24 1.06 to permlt piocesslng three blocks a t a time, and 0 - r l n g
Chl o n ~ ~ u n ~ 0 002 0 0008 0 0001 s e a l ~ n gof the lid piovided foi m a ~ n t a i n m gthe necessaiy
Aluminum 02 0 03 0.03 high vacuum durlng phases of the piocess. To ald in
Copper 0 001 0.0074 0.0034 dehydratlon of the blocks, eight 1,500-watt 220-volt s t r l p
Manganese 0.06 0.0033 0.0016 heaters were Installed withln the chambei uslng spark
T~tan~um 0.009 plugs f o r electrical connect~onsthrough the chamber
Stront~um Trace wall.
3-PIN
TEMPERATURE
SIGHT
GLASS
I VOLUME SOURCE
SATURATION TANK
START CALIBRATION A-A'
CHAMBER 3 ' 30'
~
E N D CALIBRATION 8 - 0 '
Connected to t h ~ chamber
s w a s a h~gh-capacityKlnney leak-free connections. Through simulated runs, specific
Model KS-13 vacuum pump which performed very satis- procedural instructions were worked out and hsted t o
factorily In obtaining good vacuum in t h e chamber. avold e r r o r s occurrii~gduring actual processlng. Thls
Installed In the llne com~ectingt h e chamber and pump piocedure is described in Table 11.
was a large spherical-type watei t r a p equlpped wlth a
compiessol-diiven r e f r ~ g e r a t i o nu n i t assembled by t h e Table 11
project engineers Thls vei y effectively removed w a t e r Procedure for Calibrating
vapor befoie r e a c h ~ n gthe pump L~mestone-block Saturation System
Also connected to the s a t u r a t ~ o nchambe] w a s t h e (Refer to Fig 4 for System Layout)
large-volume tank which w a s fabricated a t the faclllty h1(1,rkA' was aibltrarily etched on the s ~ g h tglass of
fioni a 25-ft section of 3-ft dlameter pipe Henilsphencal the volume t a n k near its top and the tank then filled
heads were used to cap t h e plpe ends to form t h e tank, with w a t e r to t h ~ slevel, also f i l l ~ n gthe lower line t o
w h ~ c hwas sand-blasted and painted before using. A valve or illark A.
slght glass was fitted to the s ~ d eof the tank to permlt Illark B w a s a r h ~ t r a r l l yetched on the s ~ g h tglass
water-level measurements necessary d u r ~ n gthe satura- extending above t h e s a t u r a t ~ o nchamber. IJc~lveA w a s
t ~ o nprocess opened allowlng water to flow fioni t h e volume t a n k to
A beam-type scale with a c a p a c ~ t yof 69 5 kilograms, the satuiatlon chamber reachlng Mr~rk B. (No blocks
accurate to 12 5 grams, was purchased to enable accurate In chamber )
measurement of water q u a n t ~ t l e sadded to the volume dlark.B' was etched on the volume chalnbei's glass
tank fol block s a t u l a t ~ o n M~scellaneous equipment a t the level to which water had fallen. (The volume of
included a multl-pen recordei and thermocouples f o r the tank between Mc~rksA' and B' represents t h e total
continuous m o n l t o r ~ n gof watel temperatuies 111 the volume of the saturatlon chamber from filwks A to B.)
system, and a DuBrovln ahsolute pressule gage f o r Using the w e ~ g h i n gscale (installed on t h e supporting
vacuum measurements. scaffold), and w ~ t hValue A closed, exactly 60 cu f t of
In practlce tlie s a t u r a t ~ o nprocedure w a s repeated watei weie welghed and added to the volume t a n k and
s e v e ~ a l tlmes c o n f i l n i ~ ~ i gaccuiate placement of all Illcwk B m etched on the glass a t t h ~ slevel. The volume
marks on the glasses I n addltlon, tempeiatures of the of the cliambe~between IlIc~~ks B' and Bq~tis 60 cu f t
watel In the saturation chamber and volume t a n k were whlch represents the nommal bulk volulne of a group of
cont~nuously iecorded t o provlde means f o r volume three blocks. The volume between Il.lo+ks A' and Bnz
corrections due to denslty changes of the w a t e r from ~ e p r e s e n t sthe volume of the s a t u r a t ~ o nchamber from
temperatule vai latlons The system y a s then drained Illark A to B minus tlie nonilnal bulk volume of three
and made leady f o r dehydiatlon of the first group blocks
of blocks.
The 1 8 blocks were d ~ v l d e dinto 6 i r o u p s , 2 each of Wlth a group of dehydrated hlocks i n t h e saturatlon
similar type, and the geonietrlcal volume of each block chamber under full vacuum, the follow~ng s a t u r a t ~ o n
calefully measured and added w ~ t hothers 111 ~ t group s process was begun.
f o ~asslgnnient of each group's bulk volume. I n all cases 1. Volume tank and line (to valve Illnrk A ) w a s filled
this amounted to shghtly over 60 cu f t wlth w a t e r to Illark A' on the s~gllt-glass.
The fiist gioup of three stones was sealed Into t h e 2. llc~lve A was opened allowing water from t h e
saturatlon chamber and, wlth Valve A closed, a vacuum volume t a n k to be drawn ~ n t ot h e saturatlon
was pulled on the chamber. A f t e r about 200 hours of chambef up to nlr~rk B, completely floodlng t h e
evacuation of the first group, it w a s dec~dedt h a t heaters blocks The water level In the volume t a n k Imme-
should be mstallecl within t h e chamber to accelerate and diately clropped t o Mark Bm, representing t h e
Insure better dehydrat~on.T h ~ sw a s done, enabling a volume of the vold space 111 the saturatlon chamber
chamber temperature of 200 to 220 F. to be m a l n t a ~ n e d However, a s the blocks absorb watei t h e level
during evacuation. W ~ t hthls temperatule, e v a c u a t ~ o i ~ dropped below dlark Bw1 and Vcthre -4 was a d ~ u s t e d
time ranged from 175 hours f o r one group of Austlii to m a l i i t a ~ n t h e watei level 111 the saturation
blocks to 77 hours f o r one group of Indlana blocks chamber a t I\lark B. P e r l o d ~ cadjustment of Vc~ltre
W a t e r collected 111 the t r a p was measured to deterln~ne 4 was necessary to m a ~ n t a i i ithe level a t Ilrlr~rkB
o r ~ g l n a lwater saturatlon of t h e blocks Values v a n e d untd a b s o ~ p t l o lceased
~ (38 hours f o r Carthage
s ~ g n ~ f i c a n t leven
y between s ~ m ~ l agroupsr because of blocks).
some blocks belng exposed to cons~derabler a m whlle 3. Upon l e a c h ~ n gstatlc equlllbr~um,and w ~ t ht h e
a w a ~ t l n gprocesslng water level a t jlln+li B, ( w ~ t hValve A closed), t h e
Satisfactory dehydration of the blocks was deteimlned watel level In the volunie tank was a t some point
with the a ~ dof a DuBrovin ahsolute pressure mercury below Mark BWL.
gage Reacllngs of 2 mm H g f o r Carthage, and 6 to 7 4. A volume of water was carefully welghed ~ n t ot h e
mni H g f o r Indlana and A u s t ~ n were found t o be volume tank t o brlng the level hack u p to filnrk B?n.
acceptable. A f t e r necessary temperature correct~ons,t h ~ svol-
P r ~ o r to commencing s a t u r a t ~ o n of the limestone ume of w a t e r represented the quantlty absorhed by
blocks, the e q u ~ p m e n tw a s carefully checked f o r proper the group of three blocks f o r complete saturatlon.
Table 12
Neutron Pit - Block Processing Data
Table 13
Spectral Analysis of Gamma-ray Pit Samples as Performed by Three Laboratories
7 a
%
Q)
M bL
A B C 2 A B C 2 A B -C I
$ : <
Depths, Ft
4.27 4.24
-4
426
-
446
-
59
4
5 18 22.4 29.0 25.7
TOP
1 4.31 3 97 4 00 4 09 7.03 7.5 4.5 6 34 24.5 24 3 25 2 24 7
2 3 97 4.27 4.00 4.08 4.83 4.4 36 4.28 22 1 26 6 24 0 24.2
3 4 06 4.28 3 90 4.08 11.80 12.6 11 1 11 83 21 3 25 7 23 8 23 6
4 4 21 3 91 4 00 4.04 10 30 11.8 12 2 11 43 24.0 25.4 21.4 23.6
5 4 06 3.92 3 90 3 96 11 10 13.6 13.2 12.63 21.4 23 7 20 7 21 9
6 370 3.57 4.10 370 886 14.7 95 11.02 19.0 22.9 22.3 21.4
7 3 99 3 99 3.70 3.89 11.85 12 9 15 1 13 28 22.1 27 4 25.8 25.1
7% 446 4.41 4.00 4.29 5.67 9.5 36 626 21.6 28.4 23.4 245
Bottom 4.47 4.51 4 20 4.39 3 79 60 39 4.56 26 6 29.8 27 6 28 0
FACILITY
A P I CALIBRATION FOR NUCLEARLOGS 307
I
level) was therefore selected a s the officlal calibration
polnt f o r the zone. Shown a s F i g 6 IS a computed curve
of total radloactivlty obtalned by weighting the U, Th,
and K concentrat~onsaccording to t h e ~ rspeclfic activity
a s determined froin Table 6 . Thls approslmates the
ielatlve response expected to be obtained froin a n aver-
age logglng instrument.
After careful consideration of these data, the Sub-
committee felt justified in assigning the offic~alcall-
bratlon point 111 the zone the following absolute values
of concentratlon of the three elements:
U - 13 ppm; Th - 24 ppm; K- 4 percent.
To confirm the adequacy of the zone In fulfilling the
Fig. 5-U, Th, and K Content of Samples Taken baslc objective, three servlce compames logged t h e
well measuring radlatlon levels with their respective
from the Gamma-ray Pit as Determined by
u n ~ t sa s piesently used The results a r e the following:
Gamma-ray Spectroscopy
Average
Low-activity Hlgh-actlvlty Shale from
analysis p e i f o ~ m e dby three oil-company laboratories Company Zone Zone Field Logs
a r e shown In Table 13. These measurements a l e also
plotted ln Flg. 5 Comparison of these measurements a t
1-ft Intervals with antlclpated average measurements
f o r the whole zone (froin Table 9 ) indicates close
agreement f o r I( and Th with u n ~ f o r nconcentratlon
~
of these elements throughout the depth of the zone. This The activity in the callbrat~onzone IS thus approxi-
IS not true for the U component whlch, from the sample
mately twice t h a t designated by the servlce companies
analys~s,IS found to be substantially lower than d e s ~ r e d to be obtained in a n average shale.
In the upper 2 f t and lower 1 ft. This is not well- Slnce, by A P I definition, the response of a logging
understood, but is belleved to be partially caused by a instrument to the h ~ g h - a c t l v ~ tzone
y mlnus the response
mechanical fallure of the cement-mls~ng equlpnlent In the low-actlvlty zone, is assigned the value of 200
which allowed an undetermined amount of escess water A P I Gamma-Ray Units, ~t may be expected t h a t field
to be added durlng the pourlng of the upper few feet logs w ~ l show
l shales, on a n average, to be about one-half
Some of the Ra was probably washed from the sand thls ~ntenslty,o r 100 A P I Gamma-Ray Units
and removed wlth the excess water. Fortunately, a rela- Thus the gamma-ray pit, by vlrtue of determination of
t ~ v e l yumform a c t l v ~ t yf o r each element is indicated In its baslc radiation properties and assignment of stand-
the center region of the sectlon, and was subsequently a r d unlts to the response of instruments to these prop-
verlfied by "loggmg" checks. Thls region (I e., the 4-ft erties, truly just~fiesits classification a s a n "absolute"
a s well a s "arbitrary" Industry standard.
TOP -
The Neutron P i t
I - I n determination of porosity-index values to be
assigned to the three zones In the neutron pit, two
sets of measurements were available to the Subcom-
w 2 -
Z mittee - one from data acqulred during saturat!on of
2 the large blocks and the other from core analysis of
LL 3 -
0
a
the small samples removed from the comers and centers
0
+ 4 -
of the large blocks It had been previously agreed by
I the Subcoinmlttee that, In case of discrepancy between
0
5 .
the two measurements, the large-block data should be
I considered more applicable. The former have been pre-
+
sented 111 Table 12.
6 .
F o r analysis of the small samples submitted to the
7 . varlous 011-company laboratories, each was requested to:
1 Measure poroslty of each of the 90 samples utiliz~ng
8 their best technique.
I I I I I I I I I I I 2. Measure poroslty Index, using t a p water, on a t
4 5 6 7 8 9 10 1.1 12 13 least 40 percent of the samples.
PHOTONS/SEC-GM OF M I X ( W I T H ENERGY >IOOKEV
These measurements a r e glven In Table 14. A description
Fig. 6-Radioactivity of Gamma-ray Pit (Calculated of the analysls techniclue used by each laboratory IS
Using Specific Activities Given in Table 6) inclitdcd In Appendlx B, p 317.
- ---
0
A
03
m
w N
*
0
N
N N
a m
w N
0.1
0
N
40.1
*
m
N *
01 0.1
0 rl
5 4
NO.l 01
C U
0 w
2 0
s
N m
*
m
(3
m
0.1
0.1c
0
w *
m
-7
m 0.1 4
u)
--
?<
0 0
0 3 II
N c , \
0 * w 4
t : - 0
N C \ I
I
m
V
'R
t- 0 C(
C- a
N7-4 II
-CO a
4
m
A N E
2 0.1
0
0.10-
t- c
CO
m
mwoq
hlNA
a s
E
O
w
N $
4
N T
V
A O C - 4
mwC- U
0.1N4, 9
Q
r l N
0.1
m
0 C-
-
:: C-
0
C:
0.1
0 Q,
m m
m
2
0
X
rl
."
* EZW
+
22
m
. m
&
2
Carthage Marble (continued)
Posltlon 1 2 3 4 5
Porosity P.I. Porosity P.I. Poroslty P.I. Poroslty P.I. Poroslty
Block 5
L R l L I R L I R L I R L R l L l R L I R l L R L I R
T 1.67 1.29 1.71 1.60 1.67 120 1.40 1.72 1 69 1 71
Layer 170 150 1.68 2.54 1845 201 250 205 230 181 160 1 80
1 1 1 1.90 150 1 1.69 1.70 1 1 6 2 1.83 1 1415 1 178 I 2 50 1 1 2 74 190 1 180
Averages 154 1 84 185 1.69 153 1.74 2 08 2.28 196 1 80
Block 5 A v e ~ a g e s Poroszty = 1.774 - P.Z. = 1 849
Block 6
T 170 1.40 3.08 1 50 1 52 2 36 150 175 2.30
Layer 190 2 10 163 1.80 150 1.56 1.735 2 21 1965
5
1.61 162 170 1.66 176 2 09 14 8 5 1.50 125 5 20 1.45 1 7 0 1.83 190
E
Averages
1 g 1 ?1: 1 1.66 1 67
1
2.05
1
1 72
1
1 84 160
1
2.58 1.57
1 1
187
1
2.06 m
P
>
Block 6 Averages: Porosaty = 2.013 -P.Z. = 1.712 2
6 C a r t h g e Marble Blocks, Averages: Porosity = 1.884 -P.Z. = 1.829 o
z
Indiana Limestone '4
*
Block 7 2
E
T 198 200 19.9 18 9 19 42 17 5 18.1 19 3 1 8 2 19 1 19 1 19.9 19 6
Layer 1 1 18 6 18 1 1 18.2 19 0 lo 1 0 19.0 19
". 18 2 1 18 3 19.43 1 8 55 18.4
1 1 1 8 75 2z
18 8 18 85 18.6 19 3 19 2 19.0 18 8 18.9 19 2 :'i 184
z
Averages 19.21 18.70 19.30
Block 7 Averages
19 37 18 96
Porosztg = 19.1-7 --
18.20
P.Z. = 18.75
18 93 18.56 19 24
"118 80
5P
m
*
z
Block 8 t'
0
R
T 18.1 19 93 19 2 19.4 18.9 18 6 18 9 18.6 18.9 18 9 18.45 1 8 9 19 15 cn
Layer 1 19.3 27 0 1 , 1 18 56 18 2 1 17 3 21 19 6 19.4 19 5 19 2 1
18.45 :: 1 ::.:1 23.6 :i:i 1 17 17 18.8 17.55
5 19 0
4 bg 1
Block 9
T 18.43 18.65 19 0, 18.1 1 8 9 18 1 18.7 18.8 18.9 18.65 18 0 18.42 18 2 19.0 18 15
18 15 18.5 18 5
1; 2118,7 1184 1 ::!7188 " 5 1 7 :::I188 179118.7 ::::I94 "'189
Averages 19 21 18.78 18 39 18 45 19.07 18.51 1 8 41 18 26 19.15 18 81
Block 9 Averc~ges P o r o s ~ t y= 18.85 - P.I. = 18.55
Table 14 (continued) 1E
Indiana Limesto~le(continued)
Position I 1 2 I I 4 I 5 I
Poros~ty P.I. Porosity P.I. Poroslty P.I. Porosity P I. Porosity P.I.
ppppp-
Block 10
L R L R L R L R L R L R L R L R L R L R
- - - - --- - --- - - - - - - - - -
T 196 192 19.1 18 0 17 8 19 52 18 6 19.5 20 6 19 9 20 3 19 6 19.6 19.5
- Layer M 18.45 18 1 18 95 19 8 20.0 19 7 18.5 17.75 1 8 2 7 19 1 18.7 .
B 19.8 20 2 19.0 18.0 20.0 19 2 19 9 19.1 18.5 18.6 19 2 18 8 19.45
Averages 19.44 1 8 79 19.27 18.50 19.31 19.28 19.19 19.07 19.30 19.22
E'
Block 10 A v e r a g e s . Poroszty = 19.31 -P.Z. = 18.98 g
Block 11 2
"d
Table 15
Final Tabulated Data Neutron Pit -
C M = Carthage Marble; IL Indiana Limestone, AL = Austin Limestone
I
Block No., Type, Core A;al y sis, Core Analysis, Final Graphical Mean,
and Relat~ve Numerical Average Numerlcal Average for Saturation Each 6-block Group,
Poslt~onin f o r Each Block, Each 3 Blocks a s Results of Results of 5 Laboratories
Neutron Plt Results of 5 Saturated, Results Large Plt Plotted on D l s t r ~ b u t ~ o n
Surface Down Laboratories of 5 Laboratories Blocks Graph
P.I., P.I., P.I.,
Percent Percent Percent Percent Percent Percent Percent
Average All
6 Bloclts
Average All
6 Blocks
NOTE
1 I 1
P I = poros~tyIndex defined as the product of the water saturation and the poros~ty.
25 96 1 26 196
& = poroelty
Average Graln Density. Carthage Marble (CM) = 2 694 g m per cc:
Indlana Llrnestone (IL) = 2 688 g m per cc; Austrn Llrnestone (AL) = 2 707 g m per cc
other telms, cond~tions, and procedures a s heco111e after cahbrator reading, and a final instrument zero.
necessary After calibration on the surface, two decentralized runs
Procedure for Logging Calibration Pits of the gamma-ray logging tool- a r e made 111 the gamma-
The purpose of the A P I c a l ~ b r a t ~ o1ns to assign to r a y callbration pit from the bottom to the top of the
a logging company's field calibrator a specific number plt. Each r u n ~ncludesa continuous recording of the
of A P I units a s determined by t h e relative responses of instrument zero, log deflect~onfor the low-rad~oactiv~ty
the company's l o g g ~ n gtool in t h a t cahbrator and In the concrete, the radioactive concrete, the upper section of
c a l ~ b r a t ~ oplts
n low-rad~oactivityconcrete, and a final instrument zero.
Before lowering the loggmg tool i n either c a l ~ b r a t ~ o n The logging tool 1s stopped for a readlng oppos~tethe
p ~ t the
, tool should be cahbrated using the logglng com- center of the radioactive-concrete section If deslred, the
pany's field cahhrator. The c a h b r a t ~ o nw ~ t hthe field reading made while the tool is stopped a t the center of
callbrator f o r a gamma-ray tool includes a n i n ~ t i a l t h e radioactive-concrete sect~onmay be made a f t e r the
nlstrument zero, gamma-ray background 111 alr, gamma- continuous and repeat runs, thus allow~ngthe two logs
r a y callbrator reading, gamma-ray background in a i r of the plt to be continuous Follow~ngthe logging runs
314 BELKNAP,DEWAN,KIRKPATRICK,
MOTT,PEARSON,
A N D RABSON
APPENDIX A
L ~ s t e d follow~ng IS the membership of the A P I H E. Schaller, McCullough Tool Co.
N a t ~ o n a l Subcommittee on Rev~ew of R P 73 a t the J. A Stinson, P a n Amencan Petroleum Corp
t ~ m eof puhl~cationof the revls~on. G11 Swift, Well Surveys, Inc
W. B Belknap, C ~ / L ~ / I ) I I * L ) I , Tei r y Walker, Welex, Inc.
W. 0 Winsauer, Humble 011& Refin~ngCo.
Phllllps Petroleum Company
A. B. Winters, Lane-Wells Company
J. M Bird, Seismograph S e r v ~ c eCol p.
The representation from spec~ficcompanles changed
J T Dewan, Schlumberger Well S u r v e y ~ n gCol p d u l ~ n gthe progress of the Subcommittee's work because
T. A. Johnson, Jr , Southern C a l ~ f o r n ~Gas
a Co of chahges In indlvldual assignments w ~ t h ~those
n com-
A. S McKay, Texaco, Inc. panles Recognition is also made of the contr~butionsof
W E Mott, Gulf Resealch & Development Co. the following persons to the work of the Subcommittee.
A J Pearson, The A t l a n t ~ cRefining Co. C L Doyle, General Petroleum Corp ; Thomas G11-
A A Pereb~nossoff,Mob11 011Company martin, P a n American Petroleum Corp.; Ben H Goocle,
W R. Rabson, P a n Geo Atlas Corp Lane-Wells Company; and R H Wlnn, Halliburton 011
G. T. N. Roberts, Shell 011 Company Well Cen~entlngCompany.
FACILITY
A P I CALIBRATION FOR NUCLEAR
LOGS 317
APPENDIX B
LABORATORY CORE-ANALYSIS TECHNIQUES USED FOR
CORE ANALYSIS OF LIMESTONE BLOCKS IN NELTTRON
PIT AS SUBMITTED BY COMPANY LABORATORIES
COMPANY A submerged in de-aerated t a p water a t atmospheric
Core plugs (l-ln. long by %-in diameter) were drilled PleSsure f o r a t least 14 hours. The ~nduced welght
flom the limestone blocks, with t a p w a t e r used a s changes also were measured on the torslon balance
coolant The plugs were oven-drled f o r 24 hours a t All allalysls of the Houston city t a p watel 1s not
100 deg C. Aftei coollng, grain volumes weie d e t e r m ~ n e d available, ho\vever, the specific gravity was 10026
w1t.11 a pressure-type Boyles' Law a i r poroslmeter Fol- COMPANY C
l o w ~ n ga d r y welglit, the plugs were evacuated a t less
than 1 nlin mercury f o r 30 mln and then saturated with The porosity Index f o r each of the 90 samples w a s
determined 111 t h e following manner
t a p water The plugs were we~ghedw h ~ l esaturatecl wlth
1. Cyllndrlcal core plugs, 1 in. In diameter and 2 t o 4
t a p water and a g a m while suspended in t a p water. In. In length, were clnllecl from the p a r e n t core
The bulk volume w a s obtained by subtracting the samples using t a p water a s the circulating fluid.
susl)eiided weight from t h e saturated weight and cllvld- 2. The core plugs were drled 111 a n oven a t 120 cleg C.
Ing the difference by the tap-water d e n s ~ t y The. reported f o r 14 l ~ o u r s This temperature was above the
p3ioslty was calculated by subtractlng the grain volume specified maslmum of 105 deg C. Therefore, t h e
f ~ o n ibulk volume and d i v ~ d i n gthe diffe~enceby bulk cores were saturated w ~ t ht a p water and then
drled again a t 90 deg C.
v o l ~ ~ mThe e volume of water In the coie plug was found
3 The dried core plugs weie cooled to room teinpera-
by subtractlrig d r y weight from saturated welght and t u r e and the d r y weight of each sample w a s
g difference by t h e density of t a p w a t e r The
t l ~ v ~ d l nthe measured
1 atlo of this volume to bulk volume 1s the p o r o s ~ t yindex 4. The core plugs were then saturated with t a p w a t e r
A measuremint of porosity index is p a r t of our by flushing de-aerated t a p water mto the cores and
nnimal plocedure so t h a t we will know how well t h e c o n t i n u ~ n gto maintain a vacuum f o r 1 2 hours
before restoring atmospherlc pressure.
coles a r e saturatecl. We l ~ a v etherefole llsted thls value
5 The w e ~ g l l tof each sample when water-saturated
f o ~all of the core plugs ~ n s t e a dof only those ~ n d ~ c a t e d was then measured.
on the list Because of experimental error, the porosity G The pore volume f o r each core plug w a s calculated
~ n t l e s1s hlgher than the p o r o s ~ t y in some cases. We by d i v i d ~ n g t h e difference between t h e water-
belleve our pore-volume measurements a r e wlthin saturated and d r y weights by t h e d e n s ~ t yof the
tap water
k0.02 cc of the t r u e value. The maxlmum e r r o r f o r 7 The bulk volume f o r each core plug w a s calculated
either of the reported values i s therefore about 0.2 from measurements of the ~. h"v s l c a ldlrnens~onsof
p o i o s ~ t ypercent f o r core plugs of the size used. . the samples.
8 The poroslty nldex w a s calculated by dividlng t h e
COMPANY B pore volume by t h e bulk volume
The large triangular blocks s u p p l ~ e dwere cut into COMPANY D
iectangular blocks, using a tap-water lubr~cated,dia- Three cyhndrlcal core samples were drllled from each
mond cutting wheel; the smaller, split cyhndrlcal of the 90 large samples whlch were prov~ded The
samples were used 111 t h e condition furnlslied. P n o r t o samples w e i e c111lled with t a p water and dried a t
porosity measurement, all specimens were a ~ r - d r l e d 100 deg C.
a t 100-105 deg C The core plugs representing those samples on which
The best method of poroslty measurement conslsts of a porosity analysls with t a p w a t e r was requested were
the use of whole core equipment f o r g r a m - o r solids- evacuated to 20 microns mercury pressure and saturated
volume determlnatlon, followed by a water-d~splacement with de-aerated t a p water. The g r a i n volumes were
test to ascertain bulk volume A mod~ficatlon of t h e determined by the buoyant-force method. A mercury-
gas-expansion technique described by Coberly a n d
dlsplacement bulk-volume meter w a s used f o r t h e bulk-
Stevens was employed to measure g r a m volume. The volume deternilnatlons.
m o d ~ f i c a t ~ oconslsts
n p r ~ m a r ~ lofy t h e respectlve use of These samples were again d n e d a t 100 (leg C. and
d r y a l r and mercury manometers 111 lieu of hydrogen included with t h e remaining core plugs f o r grain-
arid pressure gages. Following solids measurement, t h e volume determinations uslng toluene a s the s a t u r a t ~ n g
samples were allowed to ~ m b ~ bfully e In t a p w a t e r and fluid. The same buoyant-force method was used f o r
subsequently were immersed while suspended ~ n t oa these determinations.
counterbalanced, water-filled' vessel resting on a t o r s ~ o n
balance. The volumetric d~splaceinentand bulk volume UNIVERSITY O F HOUSTON
of the core w a s then calculated from the resulting The University of Houston laboratory used the gas-
welght changes The t o r s ~ o nbalance used h a s a sensl- expansion method uslng the RUSKA mercury pump
tlvlty of 0 1 gram. f o r poroslty determ~natlons.Bulk-volun~emeasurements
F o r porosity-index pore-volume determinations, speci- were made by mercury dlsplacement. Checks by g r a m
mens were evacuated f o r approximately 6 hours a n d density were made period~cally.