@8th *1”! v ‘ ‘7}. éefikfié I If“; W3 ‘3': “243‘ C‘ 52:;- ‘ Jr 1 g ‘ x '3 an" ,‘h . “W: Jr _. 3.x. . 'f . 5w” .5 7 . ~35" ‘3‘“.3' U30 1 v w? .-. ~ IR." wt? ' . “he. 5f. afiefié‘i‘fi} YA: . 'l a)": " 1 VA A u? h 54"“ w... u 4.. (#6313533?) w v. #4.; ‘ u‘!o'.=~'7“1"a'* I. v. 9.‘ w .4 “5.1.3! ‘ 'L’fi'i‘i‘nl't, . ‘ . ‘V Egg. w I I (a? as: K csi‘h ~. \ «a... .1- x. ‘ €“' ‘1 i .‘L— ‘ .n: 4,: ‘24 4;} i}? d‘ 75 £5.53" 1 , "’N 4"\ . (1:13.33. ‘M v . «.53 .13‘ .- ‘1' ~ . ~. 4’ 5 ‘ .8. :25. 7 ‘; €45; " .. . . 3 1:31: V‘ Y. ; by u‘A A. u u " I \ « I ,. ‘ .5. a “a.“ WEE? A X mg? .. § _ -:. ‘ 32“} “W1“; .,. I ., ‘u ‘: 150,000 kmz) contains 20% of world's surface fresh water (excluding ice); is highly industrialized; and host 20% of the US. population and 60% of the Canadian population (Berg and Johnson, 1978; Heft, 1993 ). About 40 million people use the Great Lakes as a source of drinking water and for industrial, commercial, and recreational purposes. The hydrologic and morphometric features of the Great Lakes are shown in Figure l and Table 1, respectively. One of the greatest concerns confronting the Great Lakes region is the contamination of water and air by persistent toxic substances (Arimoto, 1989). Heavy metals are toxic environmental pollutants and threaten not only aquatic life, but the quality of drinking water. High concentrations of trace elements such as Hg, Pb, and Cd in the surface sediments relative to the subsurface sediments in Lake Superior, Lake Michigan, and Lake Ontario are believed to be the result of the recent anthropogenic loading of these elements (Kemp et al., 1978). The predominant sources of chemical constituents in the Great Lakes are thought to be derived from the atmosphere (Schmidt and Andrea, 1984; Eisenreich et al., 1986). Other sources are riverine input, direct industrial and municipal emuents, groundwater seepage, and coastal erosion The Great Lakes are particularly susceptible to atmospheric deposition of contaminants because of large ratios of surface area to basin area, long water residence times, and their location near and downwind of major industrial or urban BASIN BOUNDARY \ CANADA S 'ERIOR U.S. Figure l. Basin boundary of the Great Lakes. 2:. 82 SN 2:. 8m e8.» «83 one aousfiaeom we 2 cm 2: 5 39¢ 2% 8:032 as? as :3 e; as who E35 Susanna 3.52. mm a a 3. E cab me as: >698 :82 em 3 E 3 2 cab «8 2c: sees 535 a 2 S - - case me as: some 802 £2 83. an 8%. 982 $5: 8.3.5 as 8 fin SN 8*. :5 see 8:832 8 2 an 2 a: as see so: A; 3. 3 ea 2. save 8a .8368 838m 85: 2:3 83m 8»? 85 can 82 8&5 82K 8:3 832 8;: 8:2 page 8a omega 25.5 9.3 ”cm 33 83: 33 3203 3.3 859m 93 33: .a a 55285 as: 83 sure as .8 manages nose: ._ ass centers (Eisenreich et al., 1981). Over the last 200 years, major sources of contaminants in the atmosphere of the Great Lakes include pesticides, mining activities, and fossil fuel combustion (coal and gas). There is relatively little information specifically applying to chromium loading in the Great Lakes. Using the sediment profiles of Lake Superior, Lake Michigan, and Lake Ontario, this study presents spatial and historical distributions of chromium, magnitude of anthropogenic loading of chromium, and an estimate of the proportion of atmospheric loading relative to non-atmospheric inputs. Anthropogenic and natural loads of trace metals to lake sediments have been estimated for many lakes using vertical profiles of metal concentrations (Kemp and Thomas, 1976; Galloway and Likens, 1979; Evans and Dillon, 1982; Kemp et al., 1978; Johnson et al., 1986; Johnson and Nicholls, 1988). Natural sources for trace metals include glacial and soil deposits occurring in erodable shorelines and in the tributary watersheds. Contaminants in the sediments are usually more highly concentrated in the fine particles than in the coarser particles due to the high surface area of fine particles (Dong et al., 1984). Increase of the trace metal loading to recent sediment profiles can be usually explained by derivation from anthropogenic sources including loading from the atmosphere to undeveloped lakes (Johnson, 1987). Statement of Purposes The goal of this study is to determine the spatial and temporal variation of chromium in the Great Lakes using sediment cores. Sediments are especially useful for studying the spatial and temporal distribution of trace metals since they display fairly static sample type rather than the transient samples provided by water and biota (Mueller et al., 1989). More specifically, information fi'om chromium concentration profiles in the sediments, chromium concentration in air and precipitation, and 210Pb data of the Great Lakes, will be used to: (1) determine the spatial distribution of anthropogenic chromium loadings, (2) determine the change in magnitude of historical anthropogenic chromium inputs, (3) calculate chromium anthropogenic inventories, (4) estimate present day sediment-accumulation rate of chromium, (5) calculate atmospheric deposition rate of chromium, and (6) estimate the relative proportion of atmospheric deposition to sediment loadings. Hypothesis The main purpose of this research is to determine the extent of the anthropogenic loading of chromium in the Great Lakes. This knowledge will help to identify the sources of contaminants. This is essential for understanding the problems of contaminants in the environment and for efl‘ective restoration It is hypothesized that the most important source for chromium to the Great Lakes is atmospheric deposition It is assumed that if this hypothesis is true then the inventories of chromium should be same throughout the Great Lakes. The inventory of metal which concentrated in sediments is total mass amounts of metal in the core. In this study, the anthropogenic inventory will be investigated It is thought that atmospheric deposition is highly dispersed, afl’ecting near shore and mid lake areas nearly alike. Thus, the inventory of metals derived from anthropogenic sources in the sediment should be same throughout the Great Lakes. Biogeochemistry of Chromium The Distribution of Chromium in the Environment Chromium is a common element, present in low concentrations ranging from less than 0.1 rig/m3 in air to 4 g/kg in soils (World Health Organization, 1988). Chromium concentration in the air of non-industrialized areas is less than 0.1 rig/m3. The background atmospheric chromium concentrations were estimated at the South Pole, as 5.3 :l: 3.0 pg/m3 with a range of 2.5 to 10 pg/m3 (Zoller et al., 1974). However, the extensive use of chromium for the production of chrome alloys, chrome-plated metals, cement, pigments, various chemicals, and the combustion of many materials increase airborne chromium levels. Most chromium in the atmosphere exists as particulates (Towill et al., 1978). Due to its high boiling point, chromium vapor condenses as an oxide on the surface of particles (Moore and Ramamoorthy, 1984). Depending on the climatic conditions, atmospheric chromium can be blown over long distances and deposited on land or water by dry and wet deposition As of 1973, the Great Lakes area received 29% of the total chromium emissions of United States (Towill et al., 1978). The most dominant ore mineral of chromium is chromite, FeCr203, and would theoretically contain 68% chromic oxide (Gephart, 1982). Chromium in the earth's crust is incorporated in crystal lattice structure of the spinel group and other silicates such as pyroxenes through the replacement of F 6”, Al3+, and Mg2+ by Cr3+. The chromium content of natural solids varies according to the type and nature of underlying parent rocks, geographic region, and age of soil. High concentrations (average 1800 ppm) of chromium are present in ultramafic and serpentinite rocks, while low concentrations (about 10 ppm) are found in granite and limestones. Shales, river suspended matter and soils typically exhibit high levels of chromium (Robertson, 1975; Salomons and De Groot, 1978). Chromium in soils is relatively insoluble and its concentrations are constant with depth. Chromium concentrations in most surface fresh water are low. Kopp and Kroner (1968) detected dissolved chromium concentration from the surface water samples in the United States of America ranged from 0 to 112 rig/L with a mean concentration of 9.7 rig/L. Higher concentrations of chromium were contributed by run ofl‘ fiom urban and industrialized areas. The principal sources of chromium emissions which contains relatively toxic form, Cr“, into surface waters are metal finishing processes such as electroplating In fiesh waters, anthropogenically introduced soluble Cr“ is reduced to Cr3+, which is far more stable in the aquatic environment and removed by subsequent sorption to particulates and sediments (Pfeifi‘er et al., 1980; Moore and Ramamoorthy, 1984). Aqueous Geochemistry of Chromium Chromium is a transition series element, a member of periodic group VI a, and atomic number 24. The ground state of the electron configuration of chromium is [Argon] 3d54sl. Oxidation states range from ~2 to +6. The most common and stable oxidation state of chromium in natural environments is Cr3+ derived primarily from the weathering of ultramafic rocks. Hexavalent chromium in the environment is mostly derived fi'om human activities. A number of physical, chemical, and biological processes affect the fate of chromium in the aquatic environments (Figure 2). The primary types of reactions that control the distribution of Cr3+ and Cr“+ are oxidation-reduction reactions in the aquatic environment Under redox conditions, Cr3+ is the most stable chromium valence or oxidation state in the natural aquatic environments. Interconversion of Cr3+ and Cr“ can take place in the presence of other redox input + ram or / org. matter-N CrWI) Cdllll\ AK +'Mflozts) 4- organic \ matter weak adsogptton adsorption precipitation 4 7 | / V Cr(lll) - org settling settling ? difi‘usion C‘Ilmlts) «ii/fusion \ sedimentation / CrtVl) ¢ Cr(lll) - org '\ . 4 +Mnoz Cruu) + dISSOIVEd/ orgamcs \vdiffusion _/ Figure 2. Chromium cycling in aquatic environment (from Richard and Boung, 1991). couples such as F e2+ IF e3+, Mn2+/Mn4+, H20/02(aq), NOZ/NO3, 82780423 or CH4/C02 (Richard and Boung, 1991). Hexavalent chromium is a strong oxidizing agent in aqueous solution existing as a component of a complex anion such as chromate (CrO4 '2), hydrochromate (HCrO4 '), and dichromate (Cr207 '2). The hexavalent chromium anion forms very soluble, mobile species in the aquatic environment Chromium (VI) is reduced to chromium (III) with Fe”, dissolved sulfides, and certain organic matter such as simple amino-acids (Schroeder and Lee, 1975) or humic or fulvic acid materials (Boyko and Goodgame, 1986). The dissolved F e2+ ions are generated by weathering of Fe2+containing minerals (biotite, etc.) and some industrial wastes. Chromium (VI) is mainly reduced in acidic conditions (Grove and Ellis, 1980; Stollenwerk and Grove, 1985). Chromium (Ill) readily precipitates as insoluble chromium hydroxides. Trivalent chromium is oxidized to hexavalent chromium by dissolved oxygen and manganese oxides. Oxidation rate of Cr3+ at room temperature by dissolved oxygen is very slow. Most Cr3+ oxidation is related to the amount and the surface area of manganese oxide in aquatic environments (Eary and Rai, 1987; Schroeder and Lee, 1975; Takacs, 1988). This oxidation occurs in three steps; (1) adsorption of Cr3+ onto manganese oxide (MnOz) sin-face sites, (2) oxidation of Cr3+ to Cr6+ and reduction of Mn4+ to Mn2+, (3) desorption of the reaction products (Richard and Boung, 1991). Adsorption is a physicochemical process by which aqueous species adhere to the surface of particulate matter. Adsorption mechanisms include ion exchange, electrical double layer ion interactions, surface complexation of hydrolyzable ions, and surface ionization and complexation (W estall and Hohl, 1980). Although Cr6+ has a strong amnity for organic matter, it is not readily adsorbed to inorganic materials such as clays, ferric and manganese oxides. Adsorption of hexavalent 10 chromium to hydroxyl-specific surface sites is a surface complexion reaction (Richard and Boung, 1991). Chromium (V1) is more sfiongly adsorbed on adsorbents which are positively charged at pH < 7 (Davis and Leckie, 1980). Amacher et al. (1988) reported that the adsorption of chromate on soils showed an initial reversible reaction that reached equilibrium within 24 h, but followed that further adsorption a much slower irreversible reactions. They suggested the latter step may be related to coprecipitation or internal diffusion Chromium (III) is strongly adsorbed by Fe and Mn oxides, clay minerals (Dreiss, 1986; Rai et al., 1984). The adsorption of Cr3+ to clay is 30-300 times higher than Cr6+ (Griffin et al., 1977). The adsorption of Cr3+ to the soils increases with pH (Grifin et al., 1977; Rai et al., 1984) and is also organic matter content (Paya Pe’rez et al., 1988). Adsorption depends on the presence of other inorganic cations or dissolved organic ligands in solution (Richard and Boung, 1991) Chromium has a potential to be bioaccumulated in indigenous biota because it is an essential micronutrient Chromium (v1) is readily adsorbed by tissues due to the presence as soluble anionic complexes in natural waters (Kuhert et al., 1976). However, the particulate form of trivalent chromium is less readily adsorbed by tissues (Sherwood and Wright, 1976). Under common pH/Eh conditions, chromium precipitates as hydroxides and oxides precipitate, and is thus not readily bioavailable (Jan and Young, 1978). Sedimentation and burial are the dominant removal pathway of contaminants fiom the water column due to the strong afinity of many contaminants for particulate matter and the long hydraulic residence times of the Great Lakes (Allan, 1975; F6rstner, 1976; Eadie et al., 1983). Once on the lake bottom, metals sorbed to sediment can be afl‘ected by early diagenetic processes. Early diagenesis is chemical and physical changes mostly driven by microbial ll processes occurring in a sediment during burial to a few hundred meters (Bemer, 1980). Early diagenetic processes operating above the redox zone are important in determining potential bioavilability and release elements to the water column (Matty, 1992). Sediment conditions, however, afl‘ect the distribution and remobilization of chromium. For example, the distribution of chromium in the upper portion of sediment is related to Eh-pH condition and selective adsorption onto Fe hydroxides, MnOz, and organic matter (Mothersill, 1977). The extent of chemical diagenesis depends on not only the chemical characteristics of contaminants but the geochemical environment to which the contaminant is subjected. In order to interpret the distribution of contaminants in sediments, processes such as difl‘usion, resuspension, advection, bioturbation, chemical and biological reactions, and time dependent changes in contaminant flux need to be considered. II. Methods Sediment cores were collected from Lake Superior (Figure 3), Lake Michigan (Figure 4), and Lake Ontario (Figure 5) using the box sampling capabilities of the R/V Lake Guardian (U .S.E.P.A), R/V Seward-Johnson, and R/S Johnson Sea-Link II (NOAA-NURC) during the summers of 1988, 1990, 1991, 1992, and 1993. Sediment core samples were digested using a microwave— nitric acid digestion technique. The leachate was analyzed for chromium using graphite-fumace atomic absorption spectroscopy. To understand chromium concentration versus sediment depth profiles, however, some terms need to be defined. Figure 6 is a typical profile of chromium concentrau'on in sediment versus depth The background depth is the depth in a core where the concentration of chromium becomes relau'vely constant The background concentration is the average concentrations of all sample segments below the background depth. This concentration of chromium in the sediments is derived fiom natural sources. Peak is the highest anthropogenic chromium concentration Surficial concentration is concentration of chromium in the uppermost sectioned interval of the sediment cores. Inventory means that total mass of chromium in the core by the anthropogenic input The inventory is corrected by focusing factor using 210Pb. Sampling 12 esteem 33 as are assesses as use 3.5% .m same 82 a a n: es 552 w JAN 4 s. s... ..%M 14 Q I I I 194 m LM #47s(?) Southern Basin EPA #18 EPA #19 151 m ’ I ' 95 m EPA #11 131m Figure 4. Sampling sites and depositional basin of Lake Michigan. % a 63 15 enrm .855 23 he see 38283.. as see 3.3% .n seem a a: a we seen. Em a; Em 5.3m Lanesoom 8 mm— .53. (Em 8 OS amma «mafia—3:3 8380.50 .2 0.5me 833 cozgcmocoo 8 ow ON 4 4 d — 1 1 4 q 1 1 xmoam 5... U8: 8: W83 .w 89 199A 6E3 song—.850 on 8 ow om 1114 4 1 4 4 41 u 4 11 .‘ 1 Li . 1--- E £3. 5: 8: on: 8a.. 8a.. 89 omm— ooow 199A .255 33 he an a £3; .oaoaoé as. as... $8 53. «3.....ng as a a.» 33> 855888 8:326 .2 83mm... 32 633 832528 653 838.528 ofi 8 8 8 o J CONP m“ .................... .54 CORP 8: 8: 89 w 82 w 82 ..... 82 H 88 ., ... 88 0mm. a; > p 1 1 p > p p b mo; (am 4 4 . . . A A A m m . . . on: 83 one 89 com? 139A 34 .uoton—am 03 .«0 803 5:15 08 8 80.» 0382, 808800800 8:80.50 .wm 08mm 633 scams—.0050 om om 0v 0N 1—‘ ‘ 8 ‘ fl 8 1‘1 8 1d ‘ 8 1 1‘11 18 I. .o . A Y n . . n A a . A A .1 Y A v A v A v A .| IA A v u A v A A v u A v u A A A A v m A A . . v A A A .. A v A A .. A r A A . r A. .. l v A n A .H v . A A v A A v A A _ V .. . A . . . A A p p p A 1 1 cot on: 89 one comp 83 Doom 199A 00 633 5:350:00 41 . . -AL-AA-J-. A 1AA 1--A 8: on: 8a.. one 89 one ooow 199A 35 3&5 33 .8 23:3 58; 02%;“; 02 ea :2:: £95 2.3% 02 2A. a a“; ma? aafifisus 838.50 .2 05mm 633 8:92.880 8B3 eczgcoocoo ow 8 cm 2 o cm. 8 8 8 o A A m A v A A A A v A I. z ; 3 A, : .. ,. .. ,_ .. .. .. .....1 8m I, r .. .r; 3! ......... .. .1 v A A _ A A A a A. A , A . A w A . A .lAAAA comp 199A 199A v v u A v A v A A AAIAAA VA VA A :. A A 1 A A A L A A A l A _ . . A A A A . _ , v _ A _ . A A A A . V .A m A A AL r. : A . r : L A > > p . r» , r » A .7 p » A . » A p . . _ 59. AA mmmA. AAA 36 .33 380 05 E 83885 mo databauouco ESP—mag .cN 0.5mm 00m sin—m gum 33mm 23mm 5¥ECYN§303SB 32mm :2.—m an; nun; §QA mum-m g cow €38 83 5303 2.3 8:33 33 37 Superior are higher than Lakes Michigan and Ontario; probably due to the weathering of the metamorphosed rocks of the Canadian shield (Thomas and Mudroch, 1979). Chromium concentrations at site DTL and SJE 11 decrease to present from about 5 cm with no peak concentration. At site #1383, NCAA #3, and #1391, chromium concentrations are relatively constant through the depth. Site #1391 has much lower chromium concentration than the other cores because of the coarser texture of these sediments (Kemp et al., 1978). The sediment profile of Lake Superior did not show anthropogenic enrichments of chromium Perhaps, there is no anthropogenic input or anthropogenic input is significantly lower than backgound concentration of chromium The variations of chromium concentration in sediment cores could be the disparity in sediment types. The chromium concentrations of the Duluth basin were significantly depleted in the top 5 cm of the sediment profiles possibly because of dilution by taconite tailings. The U. S. Dept. Int. Rept (1969) states that 67,000 ton of tailings daily were released into Lake superior from the Reserve Mining Company's taconite processing plant at Silver Bay since 1955. Kemp et a1. (1978) stated that the tailing layer contend high silt (75%), Si, Fe, and Mn concentrations, but lower concentrations of major trace and nutrient elements. Unfortunately, the concentration of chromium in the taconite tailings is not known. Therefore, this interpretation remains as one possibility. The second possibility is ratio of organic to clastic as a fimction of early diagenesis. The third possibility is dilution by anthropogenic input with lower chromium content IV. Discussion Background Concentrations The ranges of chromium background concentrations in this study are similar to ranges found by previous researchers (Table 2). The data are also similar to soil in the Great Lakes region In this study background concentration were highest in Lake Superior due to the weathering of the metamorphosed rocks of the Canadian shield. The Canadian shield consists of intrusive igneous and metamorphic rocks. These contain relatively high concentration of chromium than platform and basin of lakes Michigan and Ontario. Site #1391 shows much lower chromium background concentration than the other cores in Lake Superior. However, this value is similar to that of Lake Michigan because site #1391 is located in Michigan basin (Figure 20). Background concentrations of chromium in Lake Michigan and Ontario are similar. Sediment Accumulation Rates for Chromium The mass sedimentation rate can be calculated using 210Pb data Calculations of accumulation rates and dating depth increments in the sediment help to make interpretation from cores afl‘ected by compaction and early diagenesis (Norton and Kahl, 1987; Urban et al., 1990). Robbins (1978) states that the sediment dating of undisturbed, unmixed sediment was determined as follows: A(z) = As x EXP (-lcz/W) where 38 39 .83 A a SE55 30 Baas £38.... 3.5.. 332: was as; 055, gamzoasnaugasgaasauéasaaeoaaefisggfiaggagfiaomfimm .~ 88008058016103.0308? iafigggaoggufiuomgguoggmmguogm .m.D 05.8 000.8 0389 80¢ 0:3 5 «cog—0080 8:825 8m 0033—8 083 00203802 _ #2 6:00.88 Ba 888 82 - a v «as. 8 0o 0088 RE .8588 05 888 we - : ~88... =8 we 0080 32 0:00.88 05 888 03:. 1.08 00 =88 53 £882 v.3 «380 5.53.5 a 88 3 ME: ..a a 98M awe .:882 0.8 .30 5880 «02 ..a a 88:8 «.3 685 .0880 33 £2 ..a a 9:38 0.3 83: 33 ME: ..3 a 958 8.3. ”we ..a .... 823: TR - Ga 850 $8. 03... -3 5.0.0.0. 33 £2 ..a a 5832 00 - m0 beam 28 35. - $0 3320 33 82 ..a a 053 8.8 50382 93 805:8 32 ..a a .0222 cm 330 2.: «3:30 .3033: 33 00:080mom g5 808280088 we 8008 8 0352 002 ~€8w .m.D .00 0:8 05 8 080 80800 80:3 “005 05 no 0808600 08 328, 888303 8088—08 8 888050 mo 80808800800 ugoewu—oam .N 050,—. 40 A(z) = the unsupported 210Pb (part of sediment 210Pb arising from dry or wet deposition of airborne 210Pb and not supported by soil Ra) activity As = the unsupported 210Pb activity at the sediment-water interface k = the decay constant (0.0311 yearl) z = the cumulative dry mass of sediment W = the sedimentation rate (g/cm2 year) Sediment accumulation rates of chromium were calculated as follows (Golden et al., 1993): Accum (pg/m2 year) = Csed x W x 104 where Accum = chromium accumulation rate (pig/m2 year) Csed = concentration of chromium in surficial sediment (pg/g dry weight) W = mass sedimentation rate (g/cm2 year) based on 210Pb dating 104 = units conversion factor (cm2 => m2) The surface-sediment concentrations of chromium were taken as the concentration in the topmost 1 or 0.5 cm layers. The accumulation rates of chromium in the sediment cores were corrected using the focusing factor. The focusing-corrected sediment accumulation rate can be used in an entire lake. The sedimentation rates (Table 3) were calculated by Golden et al. (1993). A variable model was found best to describe sedimentation rates in cores from Lake Superior, while a constant model was found that to describe sedimentation rates in cores from Lakes Michigan and Ontario. The present mean accumulation rate of chromium is highest in Lake Ontario and Iowect in Lake Superior (Table 3). Present day chromium loadings into the sediments are 5.3 x 105 kg/year, 5.4 x 106 kg/year, and 3.0 x 105 kg/year for Lakes Superior, Michigan, and Ontario, respectively (Table 3). moo—3 me 003 000.35 06 no v3.3 028 seamifizooe 208%?” uoaoobeotwefiaoem u E830< .038 :euaagoom 30:503. Boohgtwgoem n mmEE=3< .880.“ wag—00m u EB «.88 5503:3000 3083 u mE=00< damage—.0080 00% n NdeU 93m .08.. 53:08:08 u .35— .00m 41 cm 3 $32 omega. cm 3 38: 3a 23% mean 886 on m cm 3 came: 3: 38% $3 385 seen «£0. «.2 ...:an em 3. 023”” 2: Sacra. 3.: 83¢ SEQ cm a.“ $98 omega. cm cm @88 SE 3.32 8.9. 885 #3 24 em 3 282 3 3 82 8.: 88.: can; 24 em 2. 0.85 :2 332 «NS 88: 23mm in ammo? cm 5. 23m 33 382 5.2 885 2.2mm cm 3 some” $3 momma 2.9. 88¢ §§m cm 3 :3 flags. cm 3 he: a: $3. 8.3 88... an; cm 3. “.3: 3m Emma name 885 Sn; cm 3 39$ 3 ._ coma. 8.3 $80 a $52 5m coca—em cm 5. 35% 84 68mm 8.2 $85 a 03 cm mm «.8: m: 3%.: 8.8 985 ._.—b A5306 ASNEE $35! 5 ~39: Cemuaohv ANS 22v ems—33‘ mEE§< a: maeoo< «Moo 0% 1.3. .3 comm .2. 8.03m 33 .238 2a .nemaoS .cccoaem scan a Eacao .3 as. eeeeaaeooe .833. .m 23 42 Atmospheric Deposition of Chromium An estimate of the relative proportion of recent atmospheric loadings of chromium sediment can be made by the comparing recent accumulation rates in surface sediments with atmospheric deposition rates. Atmospheric deposition consists of both wet and dry depositions. Wet deposition is thought to be more important than dry particle deposition in the Great Lakes (Mackay et al., 1986; Eisenreich, 1987; Eisenreich, 1992b). However, dry deposition may be dominant when the contaminants are associated with large particles (Murphy, 1984). Wet deposition fluxes were calculated by the following relationship (Eisenreich et al., 19923). where F(wet) = the wet only flux (pig/m2 year) CTm = the total concentration of chromium in rain (pg/m3) P = annual precipitation intensity (m/year) Dry particle deposition was calculated as follows (Eisenreich et al., 1992a): F(dry)=CT,aierdexfdxC where F(dry) = the dry particle flux of chromium (pg/m2 year) CT,air = the total air concentration of chromium (pg/m3) Q = the fraction of chemical in the particle phase in the season of interest Vd = the dry 'cle deposition velocity (0.2 cm/sec fd = the flammf the year not raining or snowing ( .9) C = the units correction factor V 43 The atmospheric dry deposition rates of chromium in the Great Lakes were calculated from the data sources list on Table 4. Some of the data were given as less than the detection limit. Therefore, the ranges of mean loadings were estimated by considering concentrations below detection limits as zero for a minimum loading or at the detection limit for a maximum loading The atmospheric wet deposition rates of chromium in the Great Lakes are calculated from the data of the Great Lakes Atmospheric Deposition (GLAD) network (U.S.E.P.A, 1994). The data set consists of the atmospheric measurements of chromium concentrations from over thirty sites around the Great Lakes region. Chromium concentrations in wet deposition have declined from 1983 to 1991 (Figure 21). This trend is similar to the trends of chromium in the sediment profiles. The average of chromium concentrations from 1988 to 1991, was used in the calculates of the wet deposition rates. Wet deposition rates of chromium are lower than dry deposition rates which is contrary to previous assumptions. The total atmospheric deposition rate is highest in Lake Ontario and Lowest in Lake Superior. The relative proportion of atmospheric contributions to sediment accumulation rates is calculated by dividing the atmospheric deposition rates by focusing-corrected sediment accumulation rates (Table 6). The sediment accumulation rates of Lakes Superior, Michigan, and Ontario are contributed by atmospheric deposition as 6-15%, 4-11%, and 2-7%, respectively. Atmospheric deposition does not appear to be a major source of chromium loading into the Great Lakes. Anthropogenic Inventories and Anthropogenic Sediment Burden Inventories of anthropogenic chromium in sediment cores were calculated as follows: 1mg are '- a mafia :2 - 3.2 n EB m 83 :35 23o :82 :8... - $8... 2% Smog 5...: 359m 33 28... 5.: .... .o Eoc— oem 23 N8... 22 J. .o £333 23 33> 3oz 65.5: 38... 32 «8383. 33.2.6 ...—on 3222 332 83... - $8... 83 .oooaaoz 15.2% ...—on figoaz 5353 as... - 23. 83958250 ._0 MO 35 83 .86 ea 5 eoeeaoe be .e 23. 45 SE seam oem £3 82 BE .oEom :5 .335 ..oeen 8.: v 32 go .o 8.6 3a... .355 .583 8.38 32 i e 36:6 223.8: Eoeeoz 8” £22.93: 3.: dash—ad 8&2 8.5 3.2:... 8.3 =20 2:. «a - m2 803me 8.3 ~36 ~mnfi gunmen—855‘ .5 2:5. 50 .ofiao 33 as 3302 33 c... 8:385 83825 .3 05mm Deana: 388.80 I E353: 388.825 D owm 3;. ém 23am “5:. 24 € mhva S: a; (mm a; (Em 2% («mm FILFIL om cor om? $3.6 3; §u§§ 33 fiN