Estimation of Ammonium Picrate in Wastes from Bomb-and Shell

from Bomb- and Shell-Loading Plants. Some Reactions of Ammonium Picrate in Water and Sewage. C. C. RUCHHOFT and FRANCIS I. NORRIS. U. S. Public ...
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INDUSTRIA;,

480

AND ENGINEERING CHEMISTRY

Now, representing the general formula of the oxide obtained as Pr,O,, the ratio of y/x may be calculated by the relation

z (atomic weight of praseodymium) y (atomicweight of oxygen)

+ -

J (formula weight of Prs03)

2

140.92 x

+ 16.00 y

(329.84)

-

1 1 - fraction of active oxygen

From the data of Table 11, using ’the average value 0.032 for the fraction of active oxygen, the ratio of y/x is calculated to be 1.84, a value corresponding to the following formulas:

From the data presented, it appears that the product of the ignition of pure praseodymium oxalate in air a t 955’ C. has a compesition most closely approximating the formula Pr601i. Ignition a t temperatures of 670” and 780” C. had little effect upon the fraction of active oxygen in pure praseodymium oxide, the values obtained in these cases being 0.031.

Vol. 18, No. 8

SUMMARY

A procedure for the determination of active oxygen in mixtures resulting from the ignition of mixed rare earth oxalates is particularly applicable to mixtures containing a high percentage of ceria. Additional proof of the composition PraOll for the oxide formed upon the ignition of pure praseodymium oxalate at various temperatures has been obtained. LITERATURE CITED (1) F u r m a n , N. H., “Scott’s S t a n d a r d M e t h o d s of Chemical Analysis”, 5th ed., T’ol. 1 , p. 249, Yew York, D. V a n N o s t r a n d Co., 1939. 12) M a r c . R.. Ber.. 35.2370-3 119021. (3j P r a n d t l , V. W., a n d Huttner, K., Z . anorg. allgem. Chem., 149, 235-62 (1925). (4) Rogers, K., a n d Krieger, K . , IND.EXG.CHEM., ANAL.ED.,5 , 3424 (1933). (5) S v e d a , J., Casopis Ceskoslov. Lkkdrnictva, 7, 228-32 (1927). (6) Waegner, A, Z . anorg. Chem., 42, 118-26 (1904). PRESENTED before the Division of Physical and Inorganic Chemistry a t the 109th Meeting of the AYERICAW CHEXICAL SOCIETY,Atlantic City, N. J. Abstract of a section of a thesis presented by G. L. Barthauer to the Graduate School of Purdue University in partial fulfillment of the requirements for the degree of doctor of philosophy, August, 1943. The first paper in this series is “bverage Atomic Weight of the Rare Earths in a Mixture”, ISD. ENG. CHEM.,Asac. ED., 15. 548-9 (1943).

Estimation of Ammonium Picrate in Wastes from Bomb- and Shell-Loading Plants Some Reactions of Ammonium Picrate in W a t e r and Sewage C. C. RUCHHOFT AND FRANCIS 1. NORRlS

U. S.

Public Health Service, Division of Sanitary Engineering, Water and Sanitation Investigations, Cincinnati, O h i o

A practical spectrophotometric procedure for determining the ammonium picrate content of wastes or the ammonium picrate, alphaTNT, and colored TNT in wastes containing all three is presented. The procedure, which involves extinction readings at 460 and 505 mp after three steps of treatment of the sample, is simple and rapid. Ammonium picrate in wastes exhibits no biochemical oxygen demand and in concentrations above 300 p.p.m. inhibits the normal B.O.D. reaction of polluted water. Taste tests on 20 people indicated that concentrations of 1.0 p.p.m. or more of ammonium picrate are objectionable in drinking water.

I

N CONNECTIOS w t h the study of wastes from U. S. Saval Ammunition Depots, the estimation of ammonium picrate wastes in streams and in maters containlng T K T nastes was necessary. It was also desirable to determine the effects of ammonium picrate in such wastes on sewage disposal plants and other disposal methods, as little is known about the fate of such wastes or their effects on natural biological purification. QUALITATIVE TESTS FOR AMMONIUM PICRATE

Several. qualitative and quantitative methods were investlgated before the spectrophotometric method was adopted. The following tests were applied to ammonium picrate wastes, n-ith the results noted. 1. The ammonium sulfide reagent (4) is insensitive to ammonium picrate solutions under 100 p.p.m. 2. The potassium thiocyanate test (6) is sensitive a t concentrations of ammonium picrate as low as 5 p.p.m. However, on alkalizing the solution, a brown color due to the presence of alphaT N T makes this method unsatisfactory for most cases. 3. The methylene blue test (1) is very sensitive to ammonium picrate if the precipitate obtained is extracted with chloroform,

the shade of color obtained being dependent upon the pH of the water. As 5 p.p,m. of T K T interfere with this test, i t is considered less satisfactory than the test n-ith sodium hydrosulfite which is described beloiT. 4. According to Davis (3) guanidine picrate is much less soluble than ammonium picrate. However, laboratory experiments shoned that a quantitative precipitation was not obtained on concentracions of ammonium picrate below 100 p.p.m. Therefore, this test is too insensitive for normal ammonium picrate wastes. 5 . The reaction with sodium hydrosulfite (2) and ammonium picrate, forming the red picramate, is sensitive t o 0.5 p.p.m. of ammonium picrate. T I T does not appreciably interfere with this reaction. The color produced, however, is of short duration (1 to 2 minutes) and must be read immediately. Following are the details for carrying out this test under optimum conditions: REAGEKTS.Sodium hydrosulfite solution, 1.0%. Dissolve 1.0 gram of sodium hydrosulfite in 100 ml. of approximately 0.2 iV sodium hydroxide solution. Buffer solution, pH 7 . 2 . Dissolve 134 grams of potassium dihydrogen phosphate in several hundred milliliters of distilled water. Add a solution of normal sodium hydroxide until a pH of 7.2 is reached and make up to 1liter. Add 50-ml. portions of the sample to be tested PROCEDURE. to each of two 100-ml. Erlenmeyer flasks. If the pH of the water is below 7.0, add 1 ml. of the 7.2 pH buffer solution t o each flask. Then add 1.0 ml. of the sodium hydrosulfite solution to one flask, swirl the flask, and compare immediately with the untreated control. A white background nil1 facilitate comparison. The appearance of a momentary red intensification indicates that ammonium picrate is present. With low concentrations of ammonium picrate, immediate compaiison is important, as the red color of ammonium picramate will fade within 2 minutes. If a yellow intensification is noted, dilute a part of the sample, treat with sodium hydrosuEte as above, and compare with an untreated diluted portion. d slight yellow t o brown more permanent intensification indicates a large amount of alpha-TKT. A s the sensitivity of the test is about 0.5 p.p.m., a rough quantitative estimate of the ammonium picrate in p.p.m. in the sample

August, 1946 Table

1.

Extinction Values of Ammonium Picrate Solutions

Concentrations of Ammonium Picrate, P.P.M. 0.0 2.0 2.5 3.3 4.0 5.0 8.0 10.0

20.0

ANALYTICAL EDITION

Extinction a t 460 hIp In distilled I n solution of In distilled water 300 p.p.m. plus 1 gram of water (calculated of NazCOs NazCOs per 50 ml. K = 0.033) 0.04 0.03 0.03 .. 0.10 0.10 0.11 0.11 0.14

0.16 0.20 0.29 0.36 0.69

0.16

0.17 0.19 0.30 0.36 0.68

.. ..

0:io 0:37

..

can be made by multiplying by 2 the highest dilution giving a positive test. QUANTITATIVE DETERMINATION OF PICRATE WITH VISUAL SPECTROPHOTOMETER

.

After t,he investigation of several quantitative and qualitative methods, the spectrophotometric method, was considered most satisfactory for use on ammonium picrate \Tastes. In all spectrophotometric determinations, turbidity must be eliminated from the sample. This is usually done by sedimentation, filtration, or centrifugation. If none of these methods removes the extremely fine hrbidities sometimes encountered in natural waters, coagulation with alum can be applied. However, this method of clarification should be used only as a last resort, as it will remove as much as 25% of ammonium picrate or T N T in dilute samples containing up to 10 p.p.m. of these materials. Ammonium picrate in the absence of T S T wastes can easily be determined colorimetrically or with the spectrophotometer. Although thr maximum absorption occurs in the ult'raviolet range a t 335 mp, the maximum absorption in the visible range can be used for practical purposes. Using dilutions from a stock 300 p.p.m. solution, an absorption curve was first plotted and it was observed that maximum absorption in the visual range occurred a t 460 mp. Extinction values for dilutions of the stock solution in distilled water and in water containing 300 p.p.m. of sodium carbonate were determined. The mean extinction values obtained are shown in Table I. These data indicate that the concent,ration of carbonate or bicarbonate present in natural waters would have no effect on the extinction of ammonium picrate. The increment of E per p.p.n~. of ammonium picrate is small (0.033); hence, this method of estimating ammonium picrate concentrations is less sensitive and less accurate than the similar determination for T X T ( 5 ) . Nevertheless, c,onceiitrations of ammonium picrate b e h e e n 2 and 40 p.p.m. can be estimated xit'hout dilution. Stronger solutions can be diluted before examination. On the basis of (lata shown in Table I, the concentration of ammonium picrate II clear solutions is obtained as follows:

where E, = extinction of diluted sample Eb = extinction of clear water blank d = dilution factor K = 0.033 = extinction per p.p.m. of ammonium picrate for the instrument in use DIFFERENTIATION AND ESTIMATION OF AMMONIUM PICRATE AND TNT WITH VISUAL SPECTROPHOTOMETER

The method used to differentiate and determine the quantity of alpha- and colored T K T present in T N T waste with the spectrophotometer has been described ( 5 ) . This procedure depends upon a measurement of extinction a t 460 and 505 mp on the clear colored liquid, followed by treatment of the solution by sulfite and hydroxide as described and re-examination a t 460 and 505 mp. When dilute solutions of ammonium picrate are put through this procedure for T N T determination, a color intensification is

481

also obtained by the sulfite hydroxide treatment. I n this case there is no great change in the shape of the absorption curve after sulfite treatment, for the solution continues to have its highest E values a t the lolvest visual wave lengths, rvith a rapid loss in extinction before 505 mp is reached. However, when the sulfite hydroxide-treated sample of ammonium picrate is acidified with strong hydrochloric acid, the reaction as far as absorption is concerned is so different,from that with T S T solutions that differentiat,ion is possible. When the sulfite hydroxide-treated ammonium picrat,e sample is acidified, the yellow color is reduced in intensity to what it was before the sulfite hydroxide treatment. With alpha-TNT solutions, acidification accomplishes complete decolorization. Colored T K T solutions are also almost entirely decolorized by t'he strong acid treatment. It would seem reasonable, therefore, for practical purposes to use the color and absorption values remaining after sulfite and hydroxide treatment followed by acidification as a further step in the analysis for ammonium picrate. Acidification of the 50-ml. sample with 5 ml. of C.P. concentrated hydrochloric acid, followed by a third set of extinction readings a t 460 and 505 mp, has therefore been added t,o the procedure previously described for TST wastes for analysis of shell- and bomb-loading wastes which may also contain ammonium picrate. If the sample is turbid, it is settled and filtered through paper and/or centrifuged until clear. If a cledr solution cannot be obtained, the extinction determined on the untreated sample cannot be used. If the solution obtained is free from turbidity, the color is due to ammonium picrate, colored TXT, or organic matter, or mixtures of these, and the clarified sample is examined a t 460 and 505 mp. For this examination the sample may be diluted, if necessary, in distilled water, or better in distilled water containing 300 p.p.m. of sodium carbonate. Khen the extinctions on the clarified sample at 460 mp are only slightly higher than a t 505 mp, colored TiYT (and possibly organic matter) rather than ammonium picrate, are indicated. If the extinction a t 460 mp is considerably higher than a t 505 nip, but finite values are observable a t both w-ave lengths, both ammonium picrate and colored TST are probably present. Ammonium picrate solutions in concentrations up to about 100 p.p.m. even undiluted show no extinction a t 505 mp, though high E values'are given a t 460 mp. Consequently, if there is a finite extinction a t 460 mp but none at 505 mp, only ammonium picrate is indicated. Folloning the examination. of the clarified sample, a 50-ml. portion is trea,ted with sulfite and hydrot;ide as described for the analysis of TST wastes; and after filt,ration is diluted if necessary in the special sulfite hydroxide dilution water and examined a t 460 and 505 mp. If there is a new gain in extinction a t 505 mp due t o the sulfite hydroxide procedure and if the extinction after this treatment is higher a t 505 mp than a t 460 mp, the indications are that only colored and alpha-TST are present. Under these circumstances the calculation for colored and alphaTKT is made as has been described (6). If after the sulfite hydroxide treatment the extinction a t 505 mp is higher than before this treatment, but loiver than a t 460 mp after treatment, both ammonium picrate and T S T may be indicated; and the final acidification step is necessary to complete the analysis. However, if the extinctions at both Tvave lengths are equal or are lower after sulfite hydroxide treatment than before, it indicates that ammonium picrate is absent and either (1) that the higher original extinctions (in perfectly clear samples) were due to colored organic matter and not to TST, or (2) that colored T S T is present and alpha-TST absent. The second explanation of the above extinction relationships has been found to be correct on all water samples examined by the authors, and the first explanation was correct only on some sewage effluent samples. In the case of the examination of relatively highly colored clarified sewage samples, it is beat t o ignore the original extinction readings and make the analysis on the basis of the qualitative hydrosulfite test for ammonium picrate and the extinction read-

482

INDUSTRIAL AND ENGINEERING CHEMISTRY

Table

II. Extinction Characteristics and Constant and Extinction

Symbols for the Three-Step Spectrophotometric Procedure Step Following

E reading a t , mp E characteristics .4mmonium picrate Colored T N T Alpha-TNT Symbol for E Observed reading Component for ammonium picrate Colored T N T Alpha-TNT Symbol f o r specific constant t o be applied Ammonium picrate Colored T N T Alpha-TNT = finite E value. * = E value less than

+

Clarification 460 505

+

+0

0

*0

EOLI E O H I

EPLI ECLI

o

ECHI

KPLI K C L I kCH1

...

+.

Sulfite Hydroxide Treatment 460 505

++ + + i + +

Acidification 460 505

;

+, + o

EOLZ EOHZ

0

E O L ~ EOHa

E P L ~ E P H ~ EPLS o ECLZ E C H Z E C L 8 E C H I EALZ E A H ~ o

.. . ... . ..

KPHZ KPLa K C H Z .. ... KAHn = E value greater than 0 = No finite E.

++

. ...

+.

a n increase in extinction, * indicates a decrease, and 0 indicates that a finite extinction is n o t observable.

A list of equivalents, conversion factors, and K values that have been determined on pure solutions in this laboratory is given below. Although it is believed that the equivalents and conversion factors will hold for other instruments, the K values will vary with t'he adjustment of the instrument, and so must be determined for ammonium picrate, colored TST, and alpha-TNT solutions. Although values for these constants are given here, they cannot be used for data on other instruments if the highest accuracy is desired. It will be noted that there is some difference in the constants given here and those given earlier ( 5 ) . This difference is due to a readjustment of the instrument after a slight accident in the laboratory and illustrates the possible variation in constant,s with different instruments.

kCHr

...

ings after treatment of the sample with sulfite and hydroxide, and again after acidification for alpha- and colored TKT. If t'he analysis has proceeded through the sulfite hydroxide treatment and the question of the presence of amplonium picrate remains, a 50-ml. portion aft'er sulfite hydroxide treatment is acidified with 5 ml. of concentrated C.P. hydrochloric acid. After the acid has been allowed to react for about a minute, the sample is examined again a t 460 and 505 mp, Complete decolorizationi.e., extinction readings no longer than the blank for the machine a t 460 mp-indicate that both ammonium picrate and colored T N T are absent. If, however, a decided yellow color remains and there is a considerable fall in extinction from 460 to 505 mp, ammonium picrate is indicated and colored T N T may also be present. However, all ordinary concentrations of ammonium picrate (up to about 100 p.p.m. undiluted) show no extinction a t 505 mp, so that t,he E reading at. 505 mp after acidification indicates only colored TNT. CALCUCATION OF EXTINCTION DATA

To help illustrate how extinction dat'a for this procedure can be readily interpreted and calculated to the various constituents, a syst,em of identification of the extinction values for each wave length read and each ste? in the procedure is introduced.

For this purpose, let us label all observed extinctions as Eo and the calculated or extinction components for a m m n i u m Picrate, colored TNT, and alpha-TNT as Ep, Ec, and E A , respectively To indicate the ~ , a v elength at which the sere made; \ve will add H for j o j mi*and L for 4 6 0 . m ~?O the above symbo]s.

Finally, to indicate whether the extinctions were read after claiification (step l), sulfite hydroxide treatment (step 2 ) , or acidification (step 3), let us add the figures 1, 2, and 3, respectively. To illustrate, E o t l means the observed extinction a t 460 mp after the first step; and E A Hmeans ~ the extinction component for the alpha-TNT a t 505 mp after the second step or the sulfite hydroxide treatment. Although the E P , Ec, and EA values are not observed directly in a mixed sample, these extinction components must be obtained before the concentrations of these constituents can be estimated. If however, the sample contains only colored TNT, then EOLIbecomes also E m . In all cases the constant or K value must be known for each constituent a t the wave length and step a t which the extinction componen~is to be converted to the concentration of the nent. These constants must be determined for each machine on a series of diluted standards for the particular component, step, and wave length needed. For convenience in this discussion, the K values will be lettered and numbered after the same plan the extinction values. For instance, KpL,means the constant for a' pure ammonium picrate solution when the extinction means the conwas read after the first step a t 460 mp, and K A H D stant for alpha-TNT a t 505 my after suEte,hydroxide. treatment. To indicate how the extinction values will change in this analytical procedure, Table II is presented. rn this table + in&indicate cates a finite extinction value for the constituent,

++

Vol. 18, No. 8

EQUATIONS AND FACTORS FOR CALCULATIONS

E O H=~ ECHI(as both picrate and alpha-TST have 0.0 E values a t 505 mp)

EOLI= E P L i ~ECLI E O H= ~ EPHZ-k ECHZf EAHZ E C L= ~ E C HX~ 1.63 Ecai

=

ECHZ

(3) (4) (5)

E P H= ~ EPLIX f o r EPLSX.f where is a factor depending upon the ammonium centration and dilution of ammonium picrate: Under 20 p,p.m., no dilution, f = 1.92 20 to 300 P.P,m., I/, dilution or higher, f = 0.3 ECLI- 0.03 P.p.m. of colored T K T = X d 0.170

- 0.03 xd 0.033 E A H~ 0.03 P.p.m. of alpha-TNT = Xd 0.39

P.p.m. of ammonium picrate =

(1) (2)

EpLi

(6) con-

(7) (8) (9)

where d i n Equations 7, 8, and 9 = the dilution factor. The simplest way to complete the calculations Then all three components are present is on the basis of Equations: 1 and 7 for colored T X T 2, 4,and 8 for ammonium picrate 3, 5, 6, and 9 for alpha-TKT Although a t first glance this spectrophot'ometric system of analysis may seem slightly formidable, it is really very simple. It is, of course, subject to a number of observational errors, but it presents a sound and practical procedure which enables the estimation of all these constituents when they are present together and indicates the absence of any one that is not present. BIOCHEMICAL OXIDATION OF AMMONIUM PICRATE WASTE

Concentrations of ammonium picrate in wash waters and evaporation ponds vary between 100 and 300 p.p.m. A series of ammonium picrate dilut,ionswas made up in 1%sem?agediluted with mineralized phosphate dilution water and containing concentrations of 0 to 1000 p.p.m. of ammonium picrate. This series was put up in standard B.O.D. bottles and incubated a t 20" C. B.O.D. determinations in duplicate were run a t the end of 2, 3, and 5 days' incubation, and residual ammonium picrat'e concentrations were determined by the spectrophotometer €or each sample after each incubat,ionperiod. The results are shown in Table 111. These data indicate: (1) that there is no attack on the above concentrations of ammonium picrate by the microflora of 1% sewage during the 5-day incubation period. (2) As the maximum deviation from the mean B.O.D. for the first five samples a t each incubation period mras no greater than 10% (which is considered a satisfactory check in B.O.D. work), it is m~nchdedthat concentrations of ammonium picrate up to 100 p.p.m. have no effect

August, 1946

on the 5-day B.O.D. of the medium. (3) With higher concentrations of ammonium picrate, an inhibiting effect increasing with the concentration of ammonium picrate is indicated. To determine the effect of prolonged incubation on the biochemical oxidation of ammonium picrate solutions, 300 p.p.m. of ammonium picrate in 1% sewage Tvere incubated for 50. days and B.O.D. determinations were run a t regular intervals during the incubation period. With the concentration of ammonium picrate used, a lower B.O.D. was found a t the 5- and 10-day intervals than that of the control, but a t the end of the 20-day period there was very little difference. The B.O.D. of the ammonium picrate solutions showed very slight variation from the 15th to the 50th day. The concentration of ammonium picrate as measured by the spectrophotometer was practically unchanged to the 15th day. EFFECT OF AMMONIUM PICRATE O N ACTIVATED SLUDGE

Fresh filtered sewage containing 300 p.p.m. of ammonium picrate was fed to activated sludge and the usual determinations were made after intervals of aeration, The results of this experiment (Table IV) show: (1) an immediate loss of 100 p.p.m. of the ammonium picrate dosed, with no further loss during the period of aeration. (2) Removal of B.O.D. by activated sludge was retarded after 2 hours’ aeration. (3) S o significant change in suspended solids was noted. REDUCTION OF AMMONIUM PICRATE BY SEWAGE

Upon adding ammonium picrate solutions t o strong selvages, a reduction of the picrate was observed similar to the reduction of sodium hydrosulfite. This reduction is dependent upon the concentrations of ammonium picrate and sewage and the pH of the medium, the reaction proceeding more rapidly a t higher p H values. The color change is from orange to reddish brown, and, upon long standing, a large reduction in calor is noted. REVOVAL OF AmfosIul\.r PICRATE BY COAGULATIOS, ACTIVATED CARBON, SOILPERCOLATION, AND SUNLIGHT.Tests were carried out using the above methods for removing ammonium picrate from the waste previously described, S o n e of the method. proved economically feasible. Coagulation resulted only in partial removal. Large amounts of activated carbon are re-

Table 111. B.O.D. and Ammonium Picrate Concentrations in a 1% Sewage Dilution Containing Increasing Increments of Ammonium Picrate Aminoliium Picrate Concentration, P.P.1RI. Residual Determined after Dose m i l 2 days 3 days 5 days

Baniple

KO. Control 1

2 3

40

ti0 100

.2 Control 6

7 8

9

Table

0

10 20

0 300 600 800 1000

483

ANALYTICAL EDITION

0

,

.,.

....

8.1 7.5 9.4 ‘9:6 17.9 16.5 18.9 18.9 38.8 37.6 40.8 39.6 58,3 56.8 6 0 . 8 58.3 97.0 94.0 9 7 . 9 102.1 Mean 3Iaximum deviation from mean 0 .... 316.0 316.0 300:8 3 0 0 : s 635.5 646.5 615.0 625.0 833.0 865.0 8 3 3 . 0 822.5 1083.0 1000.0 1166.0 979.1

B,o,D,, p.p.51,

2 days 174 172 182

158 173 182 173 15 128 111 122

-

118 108

3 days 224 223 250 217 223 228 227 +23 171 149 129 131 110

5

days 278 275 269 278 265 267 272 -7 192 162 146 153 124

IV. Effect of Ammonium Picrate on Activated Sludge 5-Day B.O.D. A B

Picrate Removal Remaining A B B

P.p.m. P.p.m.

70

Feed 126.0 Initial 99.0 S f t e r 2-hr. aeration 1 6 . 7 After 4-hr.aerat/on 26.9 After 6-hr. aeration 7.0 After24-hr. aeration 2.6

152.0 101.3 12.0 21.1 15.5 17.9

.. 8311 72.8 92.9 97.3

% .. 88: 1

79.1 84.7 82.3

P.p.m.

325.0 220.8 225.0 220.8 237.4 229.2

Suspended Solids .1 B P.p.m. P.p.m.

.. .. ,

,

2i55 1930

A = sludge fed with sewage only. B = sludge fed with sewage plus 300 p.p.m. of ammonium picrate.

..

.,

..

2065 1865

Table

V.

Effect

of Time on Reduction of Ammonium Picrate b y Domestic Sewage

Days 0 1

2 3 5 7 10 15

17

Loss

Total P.P.XI. of Reduced and Unreduced Ammonium Picrate 22.0 10.0 13.2 10.5 10.3 10.3 9.7 9.1 7.4 14.6

quired for effective removal. Only one type of soil tested removed an appreciable amount of picrate on the first portion passed t,hrough and none removed a finite amount of subsequent portions. Sunlight had no effect on ammonium picrate. POTABILITY OF DRIXKING WATERCONTAINIXG Amros1u.u PICRATE.Amount’s of ammonium picrate as low as 0.5 p.p.m. can be detected in drinking water by taste, 1.0 p.p.m. becomes objectionable, and amounts up to 3.0 p.p.m. render the water unfit for human consumption. These results were arrived a t by submitting various concentrations of ammonium picrate in drinking water to twenty persons who were unaware of the contents for appraisal. SUMMARY

A simple colorimetric or spectrophotometric procedure was found satisfactory for estimating ammonium picrate concentrations in clear wash waters from lines loading ammonium picrate. If the samples are turbid, the samples should be clarified by filtering, settling, and/or centrifuging until free from any turbidity. Chemical flocculation should not be used for clarification unless absolutely necessary, for this may remove some of the picrate. The qualitative tests for ammonium picrate are reviewed and a technique for a sodium hydrosulfite test which will detect 0.5 p.p.m. of ammonium picrate in the presence of colored and alpha’TKT is presented. A quantitative three-step spectrophotometric procedure for estimating ammonium picrate, colored TKT, and alpha-TXT in mixed waste waters containing all three is presented. This procedure depends upon extindion readings made at 460 and 505 mw on the sample after 3 steps: (1) clarification, (2) sulfite hydroxide treatment procedure for T K T wastes, and (3) acidification of the sulfite hydroxide-treated portion. The procedure is simple and direct. After the necessary constants have been dctermined and the sample is clarified, it enables estimation of all three possible constituents within about, 30 minutes. Details of the procedure are given. A study was made of some of the chemical and biochemical properties of ammonium picrate waste. It was found that the ammonium picrate in the waste has no B.O.D. and that it inhibits the normal B.O.D. reaction of seTvage dilutions when present in concentrations over 300 p.p.m, With activated sludge a partial removril of about 30% of the ammonium picrate takes place with the remainder inhibiting the removal of B.O.D. after 2 hours’ aeration. Other methods of treatment attempted were of little practical value. Taste tests wit,h a group of people indicated that 1 p.p.m. may be considered the upper permissible limit of ammonium picrate in water for human consumption. LITERATURE CITED

(1) Bolliger, Adolph, J. Proc. Roy. SOC.N . S. Wales, 68, 51-7 (1935). (2) Clayton, E., J.SOC.Dyers Colourists, 46, 365-7 (1930). (3) Davis, L., “Chemistry of Powder and Explosives”, Val. 1, New I’ork, John Wiley & Sons, 1941. (4) Hodgson, H. H., J . SOC.Dyers Colourists, 59, 246-7 (1943). (5) Ruchhoft, C. C., and .Meckler, W. G., IND.ENG.CHEM.,ANAL. ED.,17,430-5 (1945). (6) Ydrac, Bull. Sei. Pharmacal., 23, 168-60 (1916).