An analysis of the horizontal regime of denitrification in the eastern tropical North Pacific1 L. A. Codispoti Department and F. A. Richards of Oceanography, University of Washington, Scattle 08105 Abstract A method using isentropic analysis to cstimatc nitrate removals by denitrification in the oxygen deficient waters of the eastern tropical North Pacific agreed reasonably well with a technique based on vertical distributions. Dynamic computations permitted an estimate of the horizontal advective transport of these nitrate deficits out of the study region; such transport was a large fraction of the total, indicating that horizontal processes are important. The horizontal transports used in combination with estimates for vertical losses and horizontal diffusive losses yielded a denitrification rate of -2 x 1013 g N yr-’ for the portion of the eastern tropical North Pacific east of =112’W. This value was in good agreement with estimates based on the application of respiration rates to the appropriate volumes of oxygen deficient water and with an estimate bnscd on a vertical model. Goering et al. (1973) found two tcchniques useful in a preliminary study of denitrification in the oxygen deficient ( O2 < eO.1 ml liter-l) waters of the eastern tropical North Pacific (Fig. 1) : the application of respiration rate estimates and a horizontal approach involving cr,-nutrient relationships and dynamic calculations. Codispoti (1973a) later used an improved version of these transports and a more thorough isentropic analysis. This study produced a new method for estimating nitrate removals by denitrification (nitrate deficits) and yielded a value for the denitrification rate in the study region that agreed well with one based on respiration rates estimated by Packard’s ( 1971) method. Dynamic calculations and iscntropic analyses emphasize horizontal processes and are classic oceanographic techniques. Despite the many successful applications of these methods, chemical oceanographic studies tend to emphasize vertical profiles and vertical models, particularly in low environments oxygen (e.g. Brandhorst 1959). In a more general study of the oxygen minimum layer, Wyrtki (1962) also emphasized vertical processes. Such in’ Contribution 877 from the Department of Oceanography, University of Washington. This research was sponsored by Office of Naval Rcsearch contract N-00014-67-A-0103-0014. LIMNOLOGY AND OCEANOGRAPHY vestigations produced useful results and some statdd that the horizontal mode could be significant, but their emphasis on the vertical tends to imply that horizontal processes are unimportant. We here examine the horizontal regime in the eastern tropical North Pacific and provide estimates for the denitrification rate in the portion of this region east of 112OW, extending from the equator to Baja California, and including the Gulf of California. Our results suggest that horizontal advection is a major mechanism in the removal of the products of denitrification, and they demonstrate the utility of dynamic computations for estimating dcnitrification rates. We thank J. J. Anderson, J. D. Cline, A. H. Devol, T. T. Packard, and W. Smethie for their constructive suggestions and for their special contributions to the data used in this study. Methods and results The isentropic analysis was based on data from 22 cruises. The data were avcraged by 1” squares and charts for nine (Jo surfaces (Table 1) were produced, Codispoti (1973a) discussed the criteria for selection of data; Codispoti (1973b) listed the 22 cruises and presented the latest series of charts. Data extending over more 379 MAY 1976, V. 21(3) Codispoti and Richards Table 1. Surfaces chosen for isentropic analysis and the a,-cxpectcd nitrate relationship. _-- ____ __-.___ ---__I_-_-_ _ _---____----_--p_I______ ___ _ *.-..--- _. - ._.-_._-- - .- 0 Expected Approximate Depth Range T Nitrate in the Study Region (m) (ug-atoms liter-l) _I__.-_____-_-25.5 25.8 26.1 26.4 26.6 26.8 27.0 27.3 27.5 32.75 33.65 34.61 35.37 36.41 38.73 42.52 48.60 50.70 40 50 50 - 100 - 300 1.75 - 375 300 - 475 450 - 560 770 - 880 1100 - 1350 ----_--- Fig. 1. Rpprotimatc horizontal extent of the oxygen deficient region in the eastern tropical Pacific. The hatched arca indicates oxygen conccntrations of less than 0.25 ml liter-’ on the 26.81 ur surface. In the study region this surface is at -400 m (after Reid 1965). than 10 years wcrc sufficiently invariant to permit contouring even the nitrite concentrations on some surfaces, and the entire set of charts reveals a number of interesting fcaturcs including the possibility of a shift in the geographic location of the denitrification zone with depth. However, charts For two surfaces near the core of the oxygen deficikt stratum (Figs. 2 ancl 3) will illustrate the features pertinent to this discussion. Our initial purpose in the isentropic analysis was to estimate the nitrate deficit without relying on reactive phosphorus data. We also wished to evaluate a prcviOLIS method (Cline ancl Richards 1972) based on vertical distributions. The new method was developed as follows. nitrate” A property called “equivalent was dcfincd as NOR-T~:quiv = ‘Non- + NO, + O2 X ( ANO,-/AOh, (1) whcrc NOZ-, NOZ-, and O2 arc thti observed concentrations, and hN03-/~02 is the ratio of nitrate-N produced to oxygen consumed during aerobic respiration, 16 : 276 (by 120 140 200 -----_- atoms) as suggcstcd by Rcdficld ct al. (1963). This property should bc insensitive to in situ changes in oxygenated waters, and it was designed to help tistimate the amount of nitrate present in the source water for the oxygen deficient zone when dissolvtid oxygen concentrations were essentially zero and just before dellitrification. It was contoured on selected cr7 surfaces ( Table 1, Figs. 2 and 3) along with nitrite and salinity. As expcctcd, equivalent nitrate decreased in and near regions whcrc high nitrite concentrations inclicatecl active denitrification ( Figs, 2 and :3) . To calculate nitrate deficits it was necessary to define )-the appro“expcctcd nitrate” ( NO:I-141,1, priate initial equivalent nitrate concentration for each (Jo surface. Calculations, based on salinity values and the assumption that mixing occurred only along a7 surfaces ( Codispoti 1973a), indicated that most of the water on the 25.5 to 27.0 uT surf::ices came from the south, so only values from the southern source arca were used to estimate expected nitrate on thcsc surfaces, In the deep layers (27.3 and 27.5 err surfaces) most of the water also appeared to be of southern origin but salinity diffcrcnces were slight and cquivalcnt nitrate values in both the northern and southern source regions IIorizontal denitrification liter-’ on the 26.6 1~~surface. B. Salinity in % and nitrite in pg-atoms liter-’ on the 26.6 u7 surface. Expcctcd nitrate on this surface is 36.4 pg-atoms liter-l. were similar, so data from both arcas were used. Nitratq deficits might be estimated by simply subtracting cquivalcnt nitrate valucs from expected nitrate, but a correction term was introduced to allow for two possiDuring denitrification blc complications. organic nitrogen could be converted to ammonia which might subscqllcntly be oxidized, and some organic nitrogen might be converted to fret nitrogen. Richards (1965) presented equations indicating that, in the first case, simply subtracting equivalent from expected nitrate would result in an undkestimatc for the nitrate deficit of -18.9% and, in the second, nitrate removal would bc correctly estimated but free nitrogen production could bc undercs timated 381 regime Fig. 3. A. Equivalent nitrate >n pg-atoms litc? on the 26.8 a7 surface. B. Salinity in go and nitrate in pg-atoms liter-’ on the 26.8 c7 surface. Expected nitrate on this surface is 38.7 pg-atoms litfd. by about 12%. Because both situations are merely possibilities, a correction factor of 9.4% was used so that the calculated values would fall bctwcen the extremes. Thcrefore, the final equation for calculating nitratc deficits is NOx-nnom Tr = NOcm T x 1.094, (2) NQr~nonn TI is the nitrate deficit, is NOSeEsDminus NOR-I,:quiv, and 1.094 is the correction factor. Expected nitrate values for the applicable c7. range are listed in Table 1 to facilitate use of the method. At times, we have extrapolated to u7 values within 0.1 of the actual range, whcrc NO:~-~nom I 382 Codispoti and Richards 20.00 8 c T g 0 ‘3 I 15.00 s & 10.00 6 h i! ” 5.00 3v - t E z : - 30 !O” - 0.00 - SLOPE 0 I 5.00 - 5.00 - 5.00 NITRATE 0.00 DEFICIT (Noi ANOM I 10.00 = 1.28 . R2 0.93 R = 0.97 I 15.00 JIWg-atoms/liter Al7 l . Al8 IO” *20. A21 - 1 . .- . . 10” a33 Fig. 4. Nitrate deficit ( NO~A,,~~ II ) vs. Cline and Richards’ ( 1972 ) nitrate deficits. but using the method at depths much farther above the 25.5 cr7 surface is probably not valid because of the greater possibilities for oxygen exchange with the atmosphere and for significant temporal changes in expectcd nitrate concentrations. When the above method was applied to the data used for the vertical method of Cline and Richards (1972), agreement was good ( Fig. 4). Reasons for the agrecment will be discussed below. At present, we merely indicate that the method appeared to give reasonable answers and was especially useful in cases where reactive phosphorus data were not of the quality used by Cline and Richards ( 1972). The new method used in combination with dynamic computations permits estima tion of horizontal, advective, nitrate deficit transports. Most of the evidence (Cline 1973; Cline and Kaplan 1975; Codispoti 1973a; Fiadeiro and Strickland 1968; Richards and Benson 1961; Thomas 1966) indicates that the nitrate deficits do result from denitrification and are reasonable approximations of the free nitrogen produced. By assuming that nitrate deficit transports are good estimates of the transport of the free nitrogen resulting from denitrification we can use the transport results to help estimate d&nitrification rates. An initial . 1200 110" 1000 II Fig. 5. Location chart for sections I, II, and III. Triangles indicate stations taken in December 1969 during RV T. G. Thompson cruise 46. Dots Thcmpson cruise 66, January-Febrnary indicate 1972. study ( Codispoti 1973a) based on section I (Fig. 5) indicated a nitrate deficit transport of about 0.9 X 10’” g N yr-l between -100 and 1,000 m out of the eastern tropical North Pacific. By assuming that nitrate deficits decreased linearly from the uppermost value that could be calculated ( cr7 ~25.5) to the surface, we estimated the transport in the upper layer ( -100 to the surface) as 0.3 X 101” g N yr-l. This was assumed to bc: a reasonable estimate of nitrate deficit losses through the upper boundary of the oxygen deficient waters east of 112”W. To estimate the horizontal diffusive losses we assumed that cross-stream and upstream diffusive losses were negligible because they would tend to be carried back into the region or prevented by the coast. The average downstream nitrate defi- Horizontal Table 2. cs -r Intervals? Denitrification denitrification rates east of 112”W based on respiration Approximate Thickness of the o T Intervals Cm> Estimated Volumes of Low Oxygen Water with-l NO; > 0.2 ug-atom liter 383 regime rate estimates.* Denitrification Rate (g N year-1x1012) ETS Respiration Rate (g N m'3year'1x10'2) (m3 x 1013) 25.8-26.1 25 0.8 X 9.4 = 0.8 26.1-26.4 100 7.5 X 3.8 = 2.8 26.4-26.6 26.6-26.8 100 100 12.3 16.6 X 2.4 2.3 = = 3.0 3.8 26.8-27.0 125 24.2 X 2.1 = 5.1 27.0-27.3 250 25.0 X 1.5 = 3.8 Totals 700 86 X 1.9 x 10;; g N year * Some minor corrections arc incorporated in this table, but the total denitrification is the same as reported in Codispoti (1973a). . ' There was little or no low oxygen water in the 25.5-25.8 and 27.3-27.5 intervals nitrite concentrations > 0.2 &atom liter-l. tit gradient in the North Equatorial Current region was estimated as -2 x 1CV rugatoms liter-’ km-l from an examination of the data. A value of 10” cm2 s-r was selected for the horizontal diffusion coefficient, based on the 4/3 law ( Brooks 1959) and on the investigations of Sverdrup and Fleming ( 1941). With these values and an estimated cross section of 8 X 1Ol2 cm2, the downstream diffusive loss was only about loll g N yr-l. Although the -1,000-m lower boundary for the dynamic computations may have extended below the water column in which denitrification occurs (see Tables I and 2)) significant nitrate deficits were still present at depths of ~1,000 m. Consequently, a nitrate deficit loss through the bottom boundary ( area -3 x 10” km2) was estimated using a vertical approach. Information presented by Sholkovitz and Gieskcs ( 1971) and Munk ( 1966) indicated that at the lower boundary reasonable estimates of the vertical diffusion coefficient and velocity would bc 3 cm2 s-l and 3 x lo-‘) cm s-l (upward). The estimated vertical gradient was 1 X 10m7 pg-atoms cm-4 and the estimated concentration was 4 pg-atoms rate with liter-l. We now feel that the concentration selected is too high, but Neumann and Pierson ( 1966) present information indicating that the estimated diffusion coefficent could also bc generous. Consequently, the 0.2 x 1Ol3 g N yr-’ obtained for the loss through the lower boundary still seems re‘asonable. Because section I samples the polcward California Undercurrent inadequately, a correction term (0.2 x lOI g N yr-’ ) based on the nitrate deficits and on literature valucs for the volume transport was included. With the above .terms, the total estimated denitrification rate east of 112”W in the castcrn tropical North Pacific was 1.6 X 101” g N yr-‘, An independent estimate, based on respiration rates determined by Packards (1971) method, was used to judge the accuracy of this value. The isentropic analysis charts were used to determine the volume of water in which nitrite concentrations below the primary maximum excccded 0.2 pg-atoms liter-l (Table 2); denitrification was assumed to be the dominant respiratory process in these volumes, and the rate estimates were applied yielding an answer of 1.9 X lot3 g N yr-l (Codi- 384 Codispoti Table 3. Horizontal g N yr-1 x 1013. advective Sections I nitrate deficit and Richards losses indicated II by sections I, II, and III. III III Sta. 3335 only All values in Totals* p + (C - D) 4 g + D 2 2 -___.--- 1. 0 - 100 m" 0.26 0.02 (Gain) 0.29 0.12 0.32 2. 100 m to Reference level 0.78 0.90 1.27 0.65 1.80 3. Statement 1.04 0.88 1.56 0.77 2.12 4. 200 - 700 m 0.45 0.61 0.94 0.56 1.28 * See text 1 + 2 for an explanation of how the data were combined. ' We consider these transports to estimate losses through the upper boundary oE the oxygen deficit zone in the study region. All surface layer transports assume that nitrate deficits decrease linearly from the last value which could be calculated (Ok 2 25.5) to zero at the surface. spoti 1973a). The enzyme actvitics measured by Packard’s ( 1971) method were converted to dentrification rates using a preliminary formula; Devol ( 1975) obtaincd a similar answer ( ~2 x 10’” g N yr-’ ) with a more refined tcchniquc. These values neglect the possible contribution from the scdimcnt-water interface, but only about 2 x 10’ I m2 of sediment contact the oxygen deficient waters in the study region. We know little about nitrate removal rates at the interface, but Codispoti (1973a) argued that they should be no greater than a tenth of Richards and Brocnkow’s ( 1971) cstimatc (18 g N m-2 yr-l) for the more shallow and warmer environment of Darwin Bay. A value of 1.8 g N m-e2yr-1 gives a denitrification rate for the interface of only 0.04 x 10”’ g N yr-‘. Recently, Smith ( 1974) cstimatcd bacterial oxygen consumption rates at the interface in the San Diego Trough, a relatively product ive region. He believed his estimate was a minimum and obtaine’d a value of 0.21 ml O2 me2 he’. Total community oxygen respiration was 1.31 ml 02 m-” h-l. Although the sediments of interest here arc at shallower depths, Pam&mat’s (1971) data indicate that the rates could be similar. If we assume that the denitriFying bacteria in our study region respire at a rate equivnlent to 0.5 ml OZ rrp2 h--l, the annual nitrate removal at the sediment-water interface would bc 2.2 g N m2 yr-I, close to Codispoti’s ( 1973a) earlier estimate. Thus, the available cvidencc on bottom processes does not indicate that the denitrification rate estimated from water column respiratio11 should bd significantly raised. When the uncertainties arc considered, the figures after the decimal point may bc meaningless and the close agreement bctwccn thd two estimates of denitrification rate for the study region is probably fortuitous. These estimates arc, however, of the order of magnitude required for dcnitrification in the eastern tropical North Pacific, and the analogous regions in the South Pacific and the Arabian Sea, to balancc the combined nitrogen additions ( Emery et al. 1955; Eriksson 1959; Tsunogai and Ikeuchi 1968; Tsunogai 1971) that could not be compensated without denitrification. The point is that the initial calcu- Horizontal &nitrification lations appeared to yield a reasonable answer, in which horizontal advection was a major factor. Since the initial analysis, we have calculated the nitrate deficit transports for sections II and III (Fig. 5) and recalculated section I. Thcsc results (Table 3) indicate that our original estimatk of the horizontal advection of nitrate deficits may have been low. The calculations were carried out by dividing each section into quadrilaterals with depth intervals of 50-200 m and horizontal distances equal to the difference between adjacent stations. Average volume transports and nitrate dkficits were calculated for each quadrilateral. Multiplying these values produced a nitrate deficit transport for each quadrilateral, and these values were algebraically summed to produce a nitrate deficit transport for each section. Current speeds and volume transports were computed using the dynamic method (Sverdrup et al. 1942). Differences between the new and original calculations included the USCof Hclland-Hansen’s (1934) shallow water method so that stations 3 and 4 could bc added to s&ion I and stations IO and 11 included in II, varying interpolation procedures for the surface layer and using slightly different refcrcnce kvcls. The l,OOO-db surface was used for I, but 1,200 db was used for II, and a variable reference lcvcl between 1,000 and 1,200 db was used for III. The ratio of the l,OOO- over the’ 1,200-db reference lcvcl transport for section HI was 0.8; between the l,OOO-db and variable rcferencc l&e1 casts it was 1.0. IIorizontal nitrate deficit transports below 1,000 db for section I and below 1,200 db for sections II and III were assumed to be zero, The nitrate deficit transport o;lt of the region indicated by I (including O-100 m) is now 1.0 X 1013 g N yr-l partly because of the inclusion of the shallow stations (3 and 4). These stations indicated an eastward transport of 0.1 X lOI g N yr-l, 80% of which was in the’ upper 100 m. Section II was designed to estimate the transport in the region of the California Undcrcurrent, a narrow poleward flow normally regime 385 found close to the western coast of Baja California. The’ net .transport out of the study region indicated by this section was 0.9 x lOI g N yr-l. Of this total, 0.4 X 10’” g N yr-l were in the transport between the two stations ( 10 and 11) with depths less than the refer&cc level. Because of the added complications of applying dynamic calculations to shallow environments, WC are somewhat suspicious of this value. EIowevcr, the transport between stations 9 and 10 was in the reverse direction and even larger than betwekn 10 and 11, so elimination of all values involving depths less than the rcfcrcncc level would have caused the total to increase. While 0.9 x 1013 g N yr-l may be a reasonable 6stimate of the transport in the rcgion of the California Undercurrent, it is difficult to decide how to combine this value with the results of the other sections. For example, a westward transport of 1.1 x lOI g N yr-l was indicated between stations 46 and 48 in section III ( Fig. 5)) and this flow could turn north and be included in section II. On the other hand, if the sections were’ not perpendicular to the flow or did not extend far enough, estimates could have been low. WC feel it best to include only half of section II’s 0.9 x 10’” g N yr-l transport in our total (Table 3). Fortunately, a difference of 20.45 X 10’” g N yr-l should not alter our main conclusions. Sections I and II have been prcscntcd clskwherc ( Codispoti 1973a,b), so we have only shown section III (Fig. 6). Its nitrate deficit transport is somewhat greater than section I’s (Table 3) bccalise of the station 33-35 contribution. These stations extend beyond the southern limit of section I and both sections (I and III) might show higher transports if they extended farther south. The transport north of station 35 is less in section III than in section I. This could bc an indication of temporal changes, the precision of the values, or additional nitrate deficit production west of 1lO”W. There is some cvidcncc for offshore production (Codispoti 1973a), but to bc conscrvativc we have averaged the section I and III 386 Coclispoti and Richards SThTlONS 46 I 45 I . . 44 I . 43 I4 . 42 I _ . 41 I --- l 40 I 39 I . . 38 I . 37 I .=-’ 36 -,--+!+c-* ? 33 t -3 . r 3r4 ‘!=I(). i”: . . . . . . . \ \ _., . . -- . -. . -’ ;, . l \ 33 -, . .-. -, . - in ,ug-atoms liter-’ for section III. Lower-Fig. 6. Upper-nitrate deficit ( NO:IA,,~~ II ) distribution rclntivc baroclinic currents in section III using a variable rcfcrence level (either 1,000 or 1,200 db). Contour lines arc in cm s-l. Solid lines indicate eastward flow and dashed lines indicate westward flow. transports north of -lOoN and used the station 33 and 35 values for the .transport south of --lOoN to estimate the total wcstward nitrate deficit transport out of the study region. Temporal changes, the various assumptions, etc. all introduce uncertain ties, but, dcspitc these’ problems, all of the sections indicate a similar nitrate deficit loss. Using the new values of the horizontal, advective nilrate deficit transports (Table 3) and the original estimates ( Codispoti 1973a) for the horizontal diffusive losses ( insignificant) and for the loss through the lower boundary (0.2 x 1Ol3 g N yrl ), we get a denitrification rate for the eastern tropical North Pacific ( east of ~5112~W) of 2.3 X 10’” g N yr-I. That is somewhat higher than the original value of 1.6 X 1Ol3 g N yrl, but still in good agreement with the estimates based on respiration rates. Although we have been somewhat arbitrary in combining the transport data, any reasonabllc summation will still be within -1 X 1O1-3g N yr-l of the respiratory denitrification estimates. Discussion We have shown that a method for estimating nitrate deficits based on an isen- Horizontal denitrification tropic analysis ( Codispoti 1973a,b) agrees fairly well with a procedure based on vertical distributions (Cline and Richards 1972). Cline ( 1973) calculated a denitrification rate of 1.6 x 1Ol3 g N yr-l for the eastern tropical North Pacific ( east of 115’W) using a vertical diffusion-advcction model; considering, the uncertainties, his value is in good agreement with the above estimates. Explanations for the surprising agreement b&vecn the results of the two methods for calculating nitrate deficits include the possibility that much of the mixing contributing to the vertical distributions examined by Cline and Richards (1972) occurre’d outside the study region. For example, horizontal mixing in regions where water masses sink could produce vertical gradients, because at some distance from such a source rtigion the flow may become horizontal or nearly so and the gradients will tend to be rotated -90” (Is&n 1939). Another possible contributing factor is the apparent insknsitivity of the cr,-expected nitrate relationship to vertical mixing. Table 1 gives the relationship bctwcein these parameters. Calculations, assuming equal volumes in each of the listed c7. intervals, indicate that even complete homogenization would have only a modest effect. If we neglect the minor cffeet of caballing, which would reduce the error, the resulting a7 is 26.56 and the expected nitrate value is 38.95 p.cg-atoms liter-l, within 3 pug-atoms liter-l of the’ actual value for a (Jo of 26.56. All of the methods used to estimate the denitrification rate involve simplifications an d assumptions, so the relatively close agreement could be fortuitous, The order of magnitude of the vertical and horizontal transports may be similar (Packard 1969; Cline 1973), and differbnces in factors such as the western boundary of the study region ( our 112”W vs. Cline’s 115’W) could contribute to the similarity of the results. In addition, the vertical diffusion-advection model could include the effects of horizontal processes (Munk 1966; Cline 1973; Cline and Kaplan 1975)) and vertical losses regime 387 could be included in the horizontal transports. An example would be a case in which nitrate deficit production is confine’d to a very thin stratum, and horizontal currents are measured from top to bottom downstream from this production region. In these circumstances, horizontal losses of nitrate deficits me’asured above and below the depths of the producing volume would initially be removed by vertical processes. Because we have’ excluded the upper 100-m transports from our estimates of horizontal losses (Table 3) and the calculated transports below 400 m are small (Fig. S), our vertical boundaries are not much differ&t than the -700-m maximum depth range of the denitrification zone (Table 2). The denitrification zone is not this thick everywhere, however, and v&tical losses from a stratum with a high nitrate deficit to those with lower concentrations could occur within the d&nitrification zone. Consequently, it could be argued that we should assign horizontal losses to a smaller vertical interval. However, even within the 200700-m level, horizontal losses still stem dominant and it appe’ars that the vertical thickness would have to be quite restricted before horizontal advection would be insignifican t. Horizontal diffusion could increase the horizontal losses, but Codispoti’s ( 1973a) approximation indicates that this pro&s is insignificant. Although the transport calculations and the partitioning of vertical and horizontal losses are not very precise, the data indicate clearly that horizontal processes could be important in the’ oxygen minimum zone of the eastern tropical North Pacific. Indeed, the 40-200-m upper boundary of the oxygen minimum zone is so shallow that it would be surprising not to find significant horizontal advection, References BRANDIIORST, W. 1959. Nitrification and denitrification in the eastern tropical North Pacific. J. Cons., Cons. ht. Explor. Mer 25: 3-20. BROOKS, N. II. 1959. Diffusion of sewage effluent in an ocean current, p. 246-267. In 388 Codispoti and Richards E. A. Pearson [cd.], Waste disposal in the marinc cnvironmcnt. Pergamon. CLINE, J. D. 1973. 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