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        SARF085-1 A REPORT COMMISSIONED BY SARF AND
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1.     44    9 Conclusions    This work has explored the potential utility of sulphide concentration as an indicator in Scottish  seabed monitoring requirements for marine fish farms  This work builds on a very considerable  body of work conducted over many years by colleagues on the east coast of Canada  Sulphide is  used as a component of monitoring requirements in several countries states including British  Columbia  Maine and New Zealand and is the main monitoring method in New Brunswick     Despite some safety issues when dealing with sulphide  we were able to develop a method that  allows calibration of the sulphide ion selective electrode in the field using standards prepared in the  lab  This allows analysis either on board the sampling vessel or immediately on return to shore  obviating any issues relating to sample storage  The method is relatively easy to perform and  apart  from the initial cost of the electrode and meter  cheap  It has the considerable advantage over redox  in that the electrode stabilises quite quickly     Recent studies have shown that the change in pH involved in adding sulphide antioxidant buffer  causes drastic changes to the dissolved sulphide concentration which means that what is measured  has little clear relation to the conditions at in situ pH  Never the less  empirical relationships  between sulphide and benthic indicators remain valid especially if the indicator is used in screening  format  In this case the precise result is unimportan
2.     quite counter to theory  and observations of other workers  However  given the variability of redox measurements  too much  should not be read in to this as the redox measurements are all rather similar  as are all but one of    the sulphide concentrations     At Site L a very similar protocol was used and the plot of redox with total sulphide yields only a weak  trend of decreasing redox with increasing sulphide with a large amount of variation  Figure 5 2    Again the range of redox values is very low with wide error bars so too much cannot be read into  this     27             60  40  20 4    1000 00 2000     20 4       Eh  2cm corrected     40   60        T     100   S  uM                   Figure 5 2 Triplicate measurements of both total sulphide and redox   2 cm  at several stations  around site L  Error bas show  1 standard deviation  The regression line shows a very weak trend    of decreasing redox with increasing sulphide     At site M  cores were taken instead of grabs as benthos was no longer required  This enabled redox  profiles to be measured more easily  The redox probe was marked at 1 cm intervals and a  measurement was made at each interval after 60 s or when the measurement had become stable   After completion of the redox profile  the sediment was extruded to near the top of the core  without major disturbance and sulphide samples were taken in the normal manner from the  superficial sediments  There was only sufficient undisturbed sediment for 2 sulph
3.     scottish   a Aquaculture    Research  I Forum        _       i      cH RA 9    SARF085 1       A   m  Lo       A REPORT COMMISSIONED BY SARF  AND PREPARED BY    Kenny Black    SAMS    Published by the  Scottish Aquaculture Research Forum  SARF    This report is available at  http   www sarf org uk   Dissemination Statement   This publication may be re used free of charge in any format or medium  It may only be reused  accurately and not in a misleading context  All material must be acknowledged as SARF copyright  and use of it must give the title of the source publication  Where third party copyright material has  been identified  further use of that material requires permission from the copyright holders concerned   Disclaimer   The opinions expressed in this report do not necessarily reflect the views of SARF and SAHF is  not liable for the accuracy of the information provided or responsible for any use of the content     Suggested Citation    Title  Sediment sulphide response to organic loading    ISBN  978 1 907266 63 8    First published  Oct 2014       SARF 2014    Sediment sulphide response to organic loading  SARFO85   1    Final Report    Kenny Black  Thom Nickell    Z oAMS    March 2014    Contents    Sel  e                                                                         re 2  Executive Small coese utut vetu E BS OVER PEU MINAS HEINE REIS REX EROR UI CIN MS e EUN OPI MUR EE RDUY 3  T IDEFOGUCUION serios escezusutod tUm sean toceosanier E cud UpP AST MEUM
4.   A paper by Brown et al  2011  considered the standard method of sulphide detection by  macroelectrode  Wildish et al  1999  as used in aquaculture monitoring in North America and also in  this project  An extract from the abstract is given below       We report that on the timescale of field measurements  the accepted protocol can lead to  significant bias of free sulphide measurements  with orders of magnitude higher concentration  detected in the buffered sediment porewater slurry than in porewater samples isolated and  analysed separately  Laboratory experiments with model marine sediments and analysis of sediment  composition indicate that this bias is likely introduced by the dissolution of particulate sulphides  and or sulphur present in the sediments under the intense alkaline conditions of the protocol      Essentially  they hypothesize that just as the addition of acids can release hydrogen sulphide from  solid phase FeS  an intermediate of pyrite FeS       so called acid volatile sulphides  AVS   the addition  of a strong alkali  OH   competes with the sulphide in authigenic  i e  formed in situ  FeS  and other  metal sulphides  with the release of free sulphide ion S   In the standard method  Wildish et al   2004   just prior to measurement  sediments are treated with sulphide anti oxide buffer  SAOB   the  main component of which is sodium hydroxide having a very high pH   pH 14   The buffer is added  to increase the ionic strength of the sample and to ensure th
5.   O    O O prs    e O  gt   oO  1  0  100 1000 10000     Free    S  uM     Figure 4 13 Plot of sediment sulphide concentration vs Shannon diversity  H   from Fig  5 in  Hargrave  2010      The plots of sulphide vs Shannon diversity H  obtained presently  Figure 4 12  and those of Hargrave   2010   Figure 4 13  show that most of the points in the present study fall below the curve proposed  by Hargrave i e  H    is lower than would be expected from the sulphide value    again observe the    differences in x axis scale between the two figures     Abiotic relationships    20    Sediment redox potential and sulphide concentration are shown below in Figure 4 14  This  relationship is difficult to understand  as it is known that sediment sulphide concentrations    1500  uM correspond to negative redox values from  25 to  210 mV  Hargrave 2010   Figure 4 15        qtu  t       450                et 1   4     M if  250           e 1     150 1    z 50  0 1 10 100   tla 10000  50 e        250       Mean Sulphide pM       Figure 4 14 Plot of mean sediment sulphide concentration vs mean redox at 2 cm depth  Eh   m    Error bars are   one standard deviation     300  200    100    Ehyye  mV   e     100     200          300  100 1000 10000       Free    S  uM   Figure 4 15 Plot of sediment sulphide concentration vs redox at 0 2 cm depth from Fig  1 in  Hargrave  2010      The redox values measured presently  as displayed above in Figure 4 14 must be viewed with great  suspicion  as they rem
6.   We confirmed the importance of daily electrode calibration     The practical work had 2 sets of linked components     1  a  Studies at fish farms piggy backing on consent monitoring and b  bespoke measurements at  several active fish farms     2  a  Testing an existing model  RQ  in terms of sulphide predictions and b  developing a sulphide  predicting module for the new AutoDEPOMOD programme    Our studies during consent monitoring gave a set of results that did not precisely match the findings  of previous work but none the less indicated the utility of the indicator especially as a potential  screening tool  Our bespoke studies did not yield strong relationships between sulphide  concentration and redox despite these having been found in earlier work  This work has made us  sceptical of the utility of redox measurements except as a very crude indicator  We did establish  relatively good relationships with benthic indicators such as ITI during the consent studies but were  not able to reproduce these during the bespoke studies probably owing to the rather unusual  conditions pertaining in these sediments at the time of our study as discussed later     The RQ model mostly predicts sulphide concentration to the right order of magnitude  However   improving the model depends on improving AutoDEPOMOD in 3 ways     1  Improvement of the determination of  Factor   defined later  in AutoDEPOMOD which depends  on recoding the model to remember particles after they have hit the se
7.   mV  corrected  at site N   Error bars are   one standard deviation     All of the stations at site N had a mean concentration of sulphide    1500 uM and positive Eh     Relationships with biotic data   The biotic data from sites K and L were generally quite species rich even where abundances were  high  Figure 5 12      the minimum number of species at any station was 7 and the maximum at cage  edge stations was 78  The three stations which were sampled from the grid buoys adjacent to the  cages had numbers of species of 78  Site L  and 59 and 39  Site K  indicating that these near cage  stations were not highly impacted              Figure 5 12 Number of species S versus animal abundance N  per 0 1 m  grab     31    Shannon H                 Simpson 1 A                                         60  50  40  30  20       10             9      99   9   49   0 50    redox  2cm                Figure 5 13 The relationships between sulphide concentration  left  and redox   2 cm  right  for  four benthic indices  Shannon diversity  Simpson index  AMBI and animal abundance N  per 0 1 m   grab and ITI  for each grab taken from sites K and L     32    The presentation of benthic data with both sulphide and redox  Fig  5 13  showed no obvious  correlation  For example  samples with ITI   1 had a wide range of both sulphide and redox values   The benthic samples may however have been atypical  Especially at site K  grabs appeared to have a  cohesive carpet of worms and their tubes overly
8.  94 measured  and    6 790 predicted  1 969 measured   reveals a more complex picture  Table 7 1   In all cases the ratio of predicted measured  S  is greater    42    or equal to unity  i e  the predictions are higher than the measurements  In 6 out of the 9 sites the  ratio is less than an order of magnitude but in the worst example  site C  the ratio is nearly 70  In  the case of site C  the predicted sulphide value is plausible but the measured sulphide values are  very hard to rationalise     these cage edge stations have S  an order of magnitude lower than at the  reference stations in the same loch     Table 7 1 Predicted and measured  S  for cage edge stations at sites A J together with the ratio  between predicted and measured     Site  S  uM Measured uM Stdev Ratio  A 9 560 866 668 11 0  B 650 367 20 1 8  C 6 470 94 15 68 7  D 2 580 716 148 3 6  E 4 620 4 627 735 1 0  F 16 340 2 219 486 7 4  G   64 520 3 432 1 267 18 8  H 1 310 1 085 160 1 2     6 790 1 969 1 103 3 4  J 6 320 2 847 490 2 2    In order to improve the predictive ability of the RQ model two issues must be addressed     1  Improvement of the determination of Factor  At present this is imprecise as AUtoDEPOMOD does  not remember the provenance of the carbon  i e  whether food or faeces  after it hits the seabed  and subsequent erosion is based on mass wasting rather than movement of remembered particles   This means that the precise nature of the OM left on the bed is not modelled and as the two  compone
9.  D GUNG SUG acc ccesrereeet carter eeseren eee aes ete nc een esaneeunemcosadtenanace einer useatonncaee secre aceeeate ete ce EM MEM NIE 38  FSS WNC   ES tne E o Tm coc 39  goUde 101610  0      geen nee E E E E EA 44  SAE sigle II SIONS SPEE E E EE E A A EAE EE E A E E 45  IO  ACRDOWISOBSINO IN r a E E ucaasaeaeticnnsbtisenbutsewarsenostidatsececdete 45  DATS TCE CVG m EC I T m                            m 46  Appendix 1   Hargrave comments on SARFO85  December 9  2013     48  Appendix 2     derivation of FAaCtOr            sscceccsssressosessccnssscunssucssoussectenessencussscnsoussecteusssencussscneoussessonssss 50    Executive Summary    Hydrogen sulphide is the toxic product of the natural process of sulphate reduction which is the  dominant anaerobic pathway for the degradation of organic matter in coastal marine sediments   Elevated hydrogen sulphide pore water concentrations play a major role in structuring benthic  communities in marine sediments and therefore sulphide concentration should be a good direct  proxy for benthic indicators     A method for hydrogen sulphide determination in fish farms was developed in Canada in the 1990s  and this method now forms a part of routine monitoring in several other states countries  In the  present study we examined the utility of hydrogen sulphide as a monitoring tool with respect to  Scottish marine fish farming     We utilised the protocol for sulphide determination developed in Canada and adapted this for use in  the field
10.  and standard deviations of the r   gradient and intercepts of calibration lines  Fig  2 1      mean Stdev  r  0 999 0 000625  Intercept  26 9 3 76  Gradient 0 0338 0 00403        9    26 05 2012   H 21 06 2012          20 08 2012         28 09 2012         08 01 2013          10 01 2013         22 05 2013         30 05 2013      855 888 917          07 06 2013   E 10 06 2013       te    28 06 2013             Figure 2 1 Calibrations of the ion selective sulphide electrode on separate days    Although the range of the calibrations at the lower end of the scale appears wider than at the top  this is merely a consequence of the log scale  At the lower end the range is between 848 and 878  mV which equates to 153 to 157 uM respectively the difference being about 2 5  of the range  At  the top end the range is between 912 and 923 mV which corresponds to 15125 and 15631 uM  respectively  the difference being about 3 396 of the range  However  considered from the  perspective of the sulphide analysis  the concentration range across the calibrations is large  For  example  consider a measurement of 880 mV  An analyst looking at figure 2 1 and without the  benefit of a recent calibration could only conclude that the sulphide concentration was between 160  and 1500 uM while a reading of 912mV would imply a concentration between 500 and 15000 uM   This confirms that for accurate analysis contemporaneous electrode calibration is essential and also  that consistently waiting for the elec
11.  and two files on C  SEPA    Consent depomod called outappend txt and output txt  The latter two files will also be created after    every run of the old Depomod programme  These files must be deleted before each new model run     or there may well be problems running Depomod  Also  some AutoDepomod runs leave a curious    double    path specifier in  cfg files in the gridgen and partrack folders  This    doesn   t seem to cause    AutoDepomod much bother  but it causes Depomod to crash  Use notepad   to tidy these up after    AutoDepomod runs and before Depomod runs  Sometimes  the mere deletion of troubling files is    not sufficient to prevent Depomod crashing  it may be necessary to empty the Recycling bin  and    restart the computer after each run to avoid crashes     11    The spatial value could also be obtained using the sampling stations option of the gridgen application  this is    not described here  however the values obtained will be in g carbon m  year and not g carbon m    month       12    The actual interpolation is not important as long as the method used is a  perfect interpolator   This is    because the data is going to be re sampled at it existing sample points     54 Page       Charity Registration  SC035745  Company Registration  SC267177    SARF   Member Organisations    Industry    Py       inan T  C           Shetland    Aquaculture         zs marinescotland Za diis  S E PAP Mana pa  Scottish Environment l  Protection Agency Highlands pod PAGE Enta
12.  consistent with  project files for site   Select Edit Cages option   When the Excel spreadsheet opens containing the default orientation and cage setup   use cage edge position from benthic monitoring report to define cage group position   Cage type  number and diameter  circumference  can be obtained from the monitoring  report  Orientation may be the same as the original modelling  but may only be available  from the farmer  as may cage separation distance  Once correct positions  in eastings  and northings  and other dimensions listed above have been entered  the cage group  should be centred in the left hand button under the group schematic to the left of the  information cells  Cage edge positions can be converted from lat long or National Grid  reference to eastings and northings by a number of online coordinate converters  At this  stage  the site name ini file in the gridgen directory from the original site modelling file  should be opened using notepad   and DataAreaXMin and DataAreaYMin noted as they  must form the bottom left  i e  origin  values for the displayed grid  Use the move cage  buttons in the x and y planes until the origin values match the DataAreaXMin and  DataAreaYMin values from the site name ini file    If cage group layout cage edge positions match the description in the monitoring report   then click exit  Wait until the Surfer generated plot has loaded  exit Surfer    At this point the current data folder must be placed from the original site mo
13.  directory  iii  select the site name  BcnstFI N 1 inp change the extension to  ini  iv  now go up one directory level and create a directory called rqm and enter it  v  Click OK to save the  ini file in the rqm directory  e  Select and copy  Ctri c  the entire path and file name in the file to save parameters  for this scenario text box and paste  Ctrl v  into the Results file dialog  do not click  save  and change the extension to  csv  f  Click run  the model will run and write its output to the rqm directory  3  Use a spread sheet to calculate     il E uod   Enn  n  Where Cragg and Creces are obtained from columns D and E respectively of the ROM output    site name  BcnstFI N 1 csv file in the ROM directory and n is the number of months  12 in  this example      CrTota       4  Enter the Crota value into a spread sheet  this value will be used to obtain the Factor required  to be enter into RQM in the final step    8 This is assumed to be the feed input in Kg per day  as indicated in AutoDEPOMOD     This is not necessarily the consented feed input and may appear to be very large but since a ratio is taken the    magnitude of the input is assumed to be irrelevant  The actual feed input will be used once the Factor has    been calculated    10 This will give feed in Kg per month    53    Obtain spatial Carbon Flux11  1  Open surfer  short cut on desktop     2  File  gt Open and navigate to the resus directory  open the site name  BcnstFI N 1 Monthly csv    created after run
14.  either measured immediately or stored at 4  C for a maximum of 72 h before  analysis   they should not be frozen  Wildish et al  1999      11    3 Measuring redox in sediments  Redox measurements have been an important component of marine monitoring for a very long time   Whitfield 1969   However  redox is not without its problems     Regarding redox as a useful indicator around fish farms  Brooks and Mahnken  2003  concluded      The literature also suggests a great deal of variation for redox readings in sediments from a single  sample station  No information was obtained that would help partition the variance into instrument   method  technician or true environmental compartments  Brooks  2001a  reported long seek times  resulting in difficulty in establishing an appropriate endpoint using OrionTM redox probes and  hypothesized that the 6 5mm wide membrane was sampling a range of redox conditions unless it  was inserted vertically into the sediments at a precise   0 5 mm  depth  see Meijer and Avnimelech   1999   Same sample triplicate redox potential data collected in 2000 and 2001 had mean coefficients  of variation  CV  of 39 596  which was twice the sulphide CV of 17 796  For these and other reasons   Brooks  2001a  recommended that redox potential continue to be evaluated as part of the salmon  farm waste monitoring program in British Columbia  but that it not be used as a trigger for biological  monitoring      We measured redox using a Thermo Scientific platinum ti
15.  highly reduced components of the OM  e g  lipids and proteins  requires oxidants   electron acceptors  which are utilised in a sequence of decreasing energy production from oxygen  to sulphate via nitrate and oxidised species of iron and manganese  Fe III   Mn IV    Finally   methanogenic processes will dominate when these oxidants are exhausted i e  when the demand for  oxidants exceeds their diffusive supply from overlying sediments and water  Although yielding much  less energy for bacterial respiration than aerobic remineralisation  sulphate is present in sea water at  much higher concentration than the other oxidants and  in coastal sediments  sulphate reduction   Eq  1  is generally the dominant mediator of OM remineralisation     SO    CH300H  gt  H S   2HCO4    Equation 1  The reduction of the sulphate ion to hydrogen sulphide during the oxidation of  ethanoic acid to hydrogen carbonate     Methane can be produced from OM by methanogens  eq  2  usually deep in the sediment where  sulphate is limiting although  around fish farms  it appears to also be produced in near surface  sediments  unpublished result  A  Hatton  pers  comm     presumably in pockets of sulphate scarcity   In any case  much of the methane produced can be used as a substrate for sulphate reduction  Eq  3   and so the net result is that most OM degrading in sediments will be oxidised via sulphate either  directly or via methane     CO    4H gt   gt  CH    2H50 a  CH300H  gt  CH    CO gt  b    Equati
16.  le n UU  5  SD IS  TOXIC EE OR Omm 7  S  lphide   s an FICC ACO Er TRUM 7  2 Measuring sulphide in sediments             ccccccceseccccessececceseccccesccecausececeesececseusecessenecesseneceeseeecessunecetsenes 8  Calibrating the sulphide ion selective Clectrode             cccccccssseccccssccccesececeesececeeescceceuecesseeceeseeeeeeeas 8  Titration of sodium SUIPHIe             ccccccssecccceseccccesececeeeceecescceceuececseseceeeeusecessunecesseneceesseecessugecetsenes 9  Consistency ol the Ca Me LION RO DE 9  Collecting samples in the field for sulphide analysis               ceccccessseccceeseccccesececeesececeeeeceeeeuseeetauseess 10  3 Measuring redox n SedItHiel1ES ooeoreon peer Esa cease cos AE nr ne EEEa b EPI SUE NE bpee d UE C UoVbSb UMS cas Eat 12  4 Field studies in collaboration with fish farm consent monitoring                        eeeeeeee 13  D CUS SO e                                                                  25  5 Field Studies conducted DY SAMS SEBLT iiccssansecsusieniccacuapoanchaneapednerdensnsedestianicenpareis EAA 26  PVCU ord 019   zie CS NNI EE T TT E NS 26  MENOU M                                                           M  26  FSS e EAE PEE p                                            HH 26  PTS CUS SO t                                                        33  SNB quienes 8c aT T                         34  PEO GGT IW eR Doom 34  The evolution of sulphide concentration in sediments dosed with SAOB                              eee 35 
17.  long  with  a series of 1 cm dia holes drilled in a spiral fashion and sealed with duct tape  The cores were  inserted into sediment by a diver and closed at each end with a rubber bung  Immediately after  collection supernatant water was carefully siphoned off without removing sediment or disturbing  the sediment surface  Then a scalpel was used to cut into the tape over the first hole  usually  between 0 1 cm  below the sediment surface  The dia of Eh combination electrode used was slightly  smaller than the hole in the core tube and if the duct tape was tight against the probe no leakage of  sediment occurred     6  The Eh probe was immediately inserted laterally into the sediment to the centre of the core  The  Pt electrode was clamped or otherwise held stationary in the horizontal position to make Eh  potential reading  After 2 to 3 min downward drift usually decreased to   10 mV min and a reading  was made  If the drift rate did not stabilize  as often the case in oxic sediments  the potential was  recorded after 5 min  Potentials stabilize more rapidly in reduced sediment where sulfate reduction  is the major reaction  No single redox couple controls Eh in oxidized sediments and potentials due to  mixed oxidation reduction reactions are not at equilibrium and thus stable potentials are usually not  obtained     48    8  After a reading  the Eh electrode was withdrawn  wiped of excess sediment and immediately  placed in the next hole down the core  A cut off 5 mL plast
18.  over a  1 mm mesh and preserved in buffered formalin solution  Any grab showing signs of leakage through  the top flap  indicating over penetration  was discarded  At site M  samples for sulphide and redox  profile were made from Craib cores  After the redox profile was made  the core was partly extruded  such that the sediment surface was near the top of the core tube allowing syringe samples to be  taken for sulphide determination     Results   At site K  triplicate samples of both sulphide and redox were obtained from each grab  Sulphide  samples from the top 2 cm were taken first in cut off syringes and sealed with rubber caps and  analysed immediately  The redox electrode was placed into the sediment to a depth of  approximately 2 cm and a value measured when the reading approached stability     after up to 5  min  However  as is typical for redox probes  Pearson  amp  Stanley 1979   the instrument rarely  achieved complete stability and the decision to record the reading was somewhat subjective  Three  measurements were made from each grab  The expected plot of declining redox with increasing  sulphide concentration was not however observed  Figure 5 1      26    x  Q  par  Q  Q  pun  pum   e   Q   gt         Lid       1500 2000 2500          Figure 5 1 Triplicate measurements of both total sulphide and redox   2 cm  at several stations  around site K  Error bars show  1 standard deviation     On the face of it  there appears to be a trend of increasing redox with  S  
19.  with overlying water  It is almost impossible to  ensure that the electrode does not move if it is held in position by hand  Eh potentials typically  measured in oxygenated seawater   300 to  350 mV  are similar to the range of values measured at  some stations in the report  If supernatant water was present around the tip of the electrode during  Eh measurements potentials would almost always be positive  Excessive potential drift would also be  characteristic of oxic conditions in supernatant water     3  An additional problem  discussed at the beginning of Section 3 and in Brooks  20013   concerns  the effect of probe placement and geometry on the Eh measurements when steep vertical gradients  are present in surface sediment layers  If an Eh electrode with a flat Pt disc is used and it is inserted  vertically the potential is measured on a single depth horizon  e g  at 1 cm   The statement in Section  4  Redox values  corrected  were taken as the mean of two values from 2 cm sediment depth    implies that the redox electrode was inserted vertically to 2 cm depth to make a reading  Samples  for S measurement  on the other hand  were collected by withdrawing a volume of sediment  encompassing a range of depth layers between 0 and 2 cm  S is therefore measured in a volume of  sediment while Eh is measured at a fixed depth  The measurements are therefore not made on the  same sample     5  The original Eh S protocol  Wildish et al 1999  described using core tubes  about 30 cm
20. 0 cm  volumetric screw capped flask and making up to the mark with oxygen depleted water   This can be stored in the fridge under nitrogen  Just before use  add L ascorbic acid  8 75 cm        After adding the ascorbic acid  the solution discolours rapidly and should be used within 3 hours   Sodium hydroxide solutions are extremely caustic and great care must be taken with them and  appropriate personal protective equipment employed     3  Weigh accurately approximately 0 024g of sodium sulphide nonahydrate and dilute with 100 cm   of oxygen depleted water to a nominal concentration of 0 01M  10 000 uM   Dilute aliquots of this  solution serially using 10 cm  made up to 100 cm    to give concentrations of 0 001M  1000 uM  and  0 0001M  100 uM   Sodium sulphide is a potent toxin and steps must be taken to avoid inhalation of  fumes or absorption through the skin     4  The electrode must be filled with Optimum Results A filling solution  Orion 8900061  and  acclimatised in distilled water overnight before use as per the manufacturer s instructions and  connected to an appropriate mV meter  We used the Orion 4 Star portable pH ISE meter     5  Add an equal volume of SAOB to an aliquot of standard  or sediment sample  in a small screw  capped vial  We used 5 cm  aliquots  The vial is quickly shaken to ensure thorough mixing and then  the lid removed and the electrode dipped in with a stirring motion  The reading  mV  is recorded  when it stabilises     normally within about one 
21. 8h  E  504h    la ib 1c 2a 2b 2c 3a 3b 3c 4a 4b    Station  replicate       Figure 6 2 Change in  S  in Site N samples incubated at 10C after addition of SAOB    Change in  S  in tank samples incubated at 10C after addition of SAOB  Set A    B Oh   B 336h  E 348h  B 1512h    2b    tank  replicate       Figure 6 3 Change in  S  in tank samples incubated at 10C after addition of SAOB  Set A    37    Change in  S  in tank samples incubated at 10C after addition of SAOB  Set B    E Oh  m 48h  E 1224h    zd 2b 2C    tank  replicate       Figure 6 4  Change in  S  in tank samples incubated at 10C after addition of SAOB  Set B    Discussion   Even without the findings of Brown et al  2011  that much of the sulphide measured is not free  sulphide but sulphide generated by stripping from metal sulphide precipitates at high pH  the  evidence of figure 1 1 is that only a small proportion of total sulphide would be in the sulphide ion   S    form anyway and its concentration would likely depend on the actual pH achieved     Any changes to the standard methodology will require a lot of field validation against benthic data in  order to establish the true relationships between pore water free sulphide and benthic response   The pragmatic decision taken in Canada to retain the standard method despite its analytical  shortcomings is based on their long track record of using this in the field  This need not be a  significant influence in the Scottish context as we have no such heritage  Howev
22. M   N  J     Brillouin  Simpson and Shannon Figs  4 8     4 12      15          70    60       50       Mean no of taxa S        O O          1                  7  oro             30 v        y    5 196In x    56 35 YN  R    0 4728   N    in  10   Y e  i oy  0  0 1 10 100 1000 10000    Mean Sulphide uM    Figure 4 4 Plot of mean sediment sulphide concentration vs mean number of taxa  S   Error bars  are   one standard deviation     Total number of taxa       Figure 4 5 Plot of sediment sulphide concentration vs total number of taxa from Fig  5 in Hargrave   2010      16       12  10 E       68 li  5 E   i    po 4 P  m m           z    m       R    0 4777        y    1 018ln x    10 511  4 MM 4  imd    4 DX  2 i i  H     A A     0 1 10 100 1000 10000  Mean Sulphide uM          Figure 4 6 Plot of mean sediment sulphide concentration vs mean Margalef   s diversity  d   Error  bars are   one standard deviation     45  40  35  30    25    Mean Fisher       e    qr ten  1 0    M       y 7  2 723ln x    24 789      R    0 4833 is cR    d l lm  e     0   FSS  5 9o  9       1 10 100 1000 10000  Mean Sulphide pM    Figure 4 7 Plot of mean sediment sulphide concentration vs mean Fisher   s diversity a  Error bars  are   one standard deviation     17    e0O00    5000  4000   z                 3000   5   E   F y    3E 11x   1E 07x7   0 0001x    0 4584x   245 65     R  0 2742  2000          a s d  jw w                 gu    ow  d        Ge     1 10 100 1000 10000   Mean Sulphide pu    Figu
23. Whitfield M  1969  REDOX POTENTIAL AS AN OPERATIONAL PARAMETER IN ESTUARINE STUDIES   Limnology and Oceanography 14 547 558    46    Wildish DJ  Akagi HM  Hamilton N  Hargrave BT  1999  A recommended method for monitoring  sediments to detect organic enrichment from mariculture in the Bay of Fundy  Canadian  Technical Report of Fisheries and Aquatic Sciences 2286 31   Wildish DJ  Akagi HM  Hargrave BT  Strain PM  2004  Interlaboratory calibration of redox potential  and total sulfide measurements in interfacial marine sediments and the implications for  organic enrichment assessment  Can Tech Rep Fish Aquat Sci 2546 iii   25 p    Wilson AM  Magill SH  Black KD  eds   2009  Review of environmental impact assessment and  monitoring in salmon aquaculture   Vol  FAO  Rome    47    Appendix 1   Hargrave comments on SARF085  December 9  2013     1  The report states that  Only grabs which retain surficial water should be sampled   In Section 5  for sampling at Site K it is stated that  The redox electrode was placed into the sediment to a depth  of approximately 2 cm and a value measured when the reading approached stability     after up to  5 min   If a redox electrode is inserted vertically or obliquely into surface sediment in a grab  containing water  supernatant water can flow into the sediment around the electrode barrel to the  depth to which the probe is inserted  In addition  any vibration or movement of the electrode  creates a cavity around the Pt tip which then may fill
24. abed     2  Improvement in resuspension processes  Presently AutoDEPOMOD fails to simulate resuspension  processes at sites with moderate to high current speeds and a key component of the on going    AutoDEPOMOD project is the improvement to the resuspension module  Such improvements will  have a profound effect on the calculation of Factor and thus on the sulphide prediction     3  The RQ model must be recoded and developed as a new module of the new AutoDEPOMOD  This  will significantly ease its parameterisation as the present RQ model is highly labour intensive with  each run involving a large number of operator manipulations each of which is time consuming and  error prone     The full delivery of these 3 aspects must await the delivery of the recoded AutoDEPOMOD     1 Introduction    Organic material  OM  from marine cage fish farms  uneaten food  faeces  accumulates on the  seabed around farms with its distribution depending on depth and current speed  The area of initial  deposition  often called the initial footprint  can be changed by the action of near bed currents in  the process of resuspension  which may carry the material away from the farm thereby reducing  local accumulation  On the seabed  the OM is quickly colonised by bacteria which mediate its  degradation  a process often called remineralisation as the end products are carbon dioxide  water  and inorganic compounds of nitrogen  phosphorus and other minor constituents of the feed  This  remineralisation of
25. ain relatively flat at sulphide concentrations  gt  1000 uM  and do not become  more negative  as would be expected from numerous data sets from other fish farm sites     and from  the benthic data collected at these stations in the present study  This is likely due to the failure of  electrode used as all the negative redox values were obtained with a different electrode at site H  only  Further reinforcement of this conclusion is provided by the low biotic indices obtained at these  same sulphide values  which show impact that is not reflected in the redox values  Thus    21    unfortunately this dataset has not provided us with good evidence of the relationship between  S   and Eh     Figure 4 16 provides some evidence of a relationship between  S  and organic matter  LOI  loss on    ignition            y   0 7276In x    2 7877  4 R    0 1903    100 1000 10000  Mean Sulphide pM    Figure 4 16 Plot of mean sediment sulphide concentration vs organic matter content  LOI      22       Q  12    E  E    10    X   amp  Q  8 e Qe  Q Q  Q  6  9 o  e o e  4        e e  e 9 9  2 3 Q Q  9 9      2 e e 9 9     hd  100 1000 10000    Mean Sulphide          Figure 4 17  Plot of mean sediment sulphide concentration vs large sediment particle fraction   PSA gt 2 mm      PSA   63um       100 1000 10000  Mean Sulphide    Figure 4 18 Plot of mean sediment sulphide concentration vs fine sediment particle fraction   PSA  63 um      As might be expected   S  is not obviously linked to the large s
26. at the dissolved sulphide equilibrium   HS  HS   S S   is driven to the right so that much of the sulphide is in the S  form and therefore  measurable by the macro electrode which is S  selective     Using the pK1 and pK2 values for this equilibrium from Lewis  2010  the proportion of each chemical  species as it varies with pH can be determined  Fig  1 1   The implication from this figure is that only  a small proportion of the total sulphide is present at pH 14     Essentially  Brown et al  2011  maintain that the use of high pH SAOB means that pore water  concentrations of dissolved sulphide species are much higher than they would be at natural in situ  pH  Although it is the pore water hydrogen sulphide concentration that is toxic to infaunal animals   the authors do not dispute the validity of empirical relationships derived between biological indices  and sulphide as measured using the standard high pH method      This bias does not necessarily invalidate the use of empirical relationships between sulphide  determined by the existing method and measures of benthic invertebrate taxa richness and diversity  that are applied as a proxy for alterations in benthic habitat proximal to fish farms in response to  organic matter loading   e g   Brooks 2001      Correspondence between Kenny Black and Barry Hargrave  one of the pioneers of the standard  methodology yielded the following     34       Sediments with   700 uM S could have extremely low free S but even if all of the m
27. delling files  into the newly created partrack folder within the directory C  Sepa Consent DATA site  name depomod  partrack  The site name bln  site name csv  and site name ini files from  the original modelling files must be copied from the gridgen folder to the new gridgen  folder in C  Sepa Consent DATA site name depomod  gridgen  In the Grid and Cage  Setup pane of AutoDepomod  the files should be listed in the white windows as C map    50    files  The minimum E and N values from the site name ini file should match the C map    limit values  If these values are not displayed  press Edit Cages again  and exit when the  cage layout spreadsheet has loaded  and the Surfer generated plot has loaded  exit  Surfer     8  Click the Model Parameters tab and the correct Current files should be displayed in the  white windows  Click Perform Single Run  and wait until the model has finished running     Click Exit  and when the main AutoDepomod window returns  click Exit     Copy Projects    1  Create a folder to copy the projects to and copy the required projects there     2  Find and replace the original project location     a  b   C   d  e    f     Using notepad   open the find in files dialog  Search     Find in Files    Enter the original location in the find what text box e g  C  SEPA Consent Data  Enter the new location in the replace with text box e g  C  Sulphides   Filters should be set to       Directory should be set to the new location   Press OK and OK on the pop up co
28. eak Biomass       Modelled recovery    1000  Sulphide microM       Figure 7 1 The relationship between modelled sulphide and ITI at peak biomass and after some  recovery from the SARF Benthic Recovery project  together with empirically derived relationships   Hargrave 2010      Factors were obtained for each station of the consent surveys  section 4  and run through the RQ    model using the default settings to produce relationship between modelled and measured sulphide  measurements   Fig 7 2  7 3   The derivation of Factor is given in appendix 2     39    y   479 68In x    2530 3  R    0 3729    D  5   Q  k  5  v  C  Q               I      40000 50000 60000  Modelled  S        Figure 7 2 Modelled  S  uM using RQ on the default settings established in the benthic recovery  project versus measured sulphide from consent surveys     40    Measured  S     y   396 06In x   1971  R    0 1946    F    Li             _              000 3000 4000 5000  Predicted  S        7          0 2    100       Figure 7 3 As figure 7 2 but excluding the two highest predicted sulphide values  The straight line  represents the 1 1 relationship     41    Factor v predicted  S     y   1E 08x   308 87  R    0 9618       v  T  ot   wmi     T  v  p            n       5 0E 05 0 0E 00 5 0E 05 1 0E 04 1 5E 04 2 0E 04 2 5E 04 3 0E 04 3 5E 04 4 0E 04 4 5E 04 5 0E 04    Factor       Figure 7 4 The relationship between Factor and RQ model predicted  S     Predicted  S  depends heavily on Factor  fig  7 4   Fac
29. easured S is due  to solubilized metal S complexes  concentrations below this threshold are still considered to be  characteristic of oxic conditions  This is consistent with the macrofauna species richness data  On the  other hand  if brief exposure of hypoxic sediments  1300 to 3000 uM S  to SAOB increases free S  concentrations by solubilizing metal S complexes which are then measured along with true free S   we still know that species richness decreases dramatically and opportunistic species become  dominant in this concentration range  At higher concentrations  24500 uM and especially 26000 uM  S  measured with SAOB treatment  we know that macrofauna biodiversity is highly impacted even  though at these high levels perhaps even more S of the total measured is derived from the  solubilized fraction      However  in their discussion Brown et al   2011  state that       modifications to the protocol to minimize or eliminate the observed bias would likely improve the  accuracy and precision of measurements thus strengthening the predictive power of empirical  relationships and allow for direct comparison of field measurements of free sulphide with laboratory  studies that report the toxicity of free sulphide to marine organisms      Brown et al   2011  detail 2 modifications to the standard method that would give accurate pore   water sulphide measurements       we recommend two courses of action to address the issue of metal sulphide dissolution and  eliminate or minimize t
30. ediment particle size fraction  Figure  5 17      23    The distributions of  S  vs LOI  Figure 4 16  and fine sediments     63 um   Figure 4 19  have some  similarity  which is not surprising  as the organic matter measured by LOI is generally associated with  the smaller particle sizes  eg  silt      E     m  t  V  E  v  a             T      10 0 12 0 14 0 16 0 18 0  LOI         Figure 4 19 The relationship between LOI  and particles  lt 63um    Although the relations observed between benthic indicators and sulphide concentration are  somewhat different from Hargrave  2010  who used a much larger dataset  some of the indicators  performed quite well with respect to the R  values of fitted curves with ITI  Shannon  Brillouin   Simpson and Pielou performing better than the others  Table 4 2   The fact that ITI provided the  highest R  of those tested is perhaps fortuitous given the utility of that indicator in the development  of DEPOMOD     Table 4 2 R  values for fitted curves of benthic indicators vs  S     Indicator R    ITI 0 636  Shannon 0 606  Brillouin 0 597  Simpson 0 587  Pielou 0 565  Fishers 0 483  Margalef 0 477  S 0 472  N 0 274    24    Discussion    On the whole  sulphide concentrations were low with only 6 stations having mean values in excess of  1500 uM  table 4 3     Table 4 3 Mean  S  greater than 1500uM    Site Station Mean Sulphide uM Stdev  E CE 4627 735  G CE 3432 1267  J CE 2847 490  F CE 2219 486    AZE 1995 2947    CE 1969 1103    Although good new
31. er  revising the  whole basis of the method seems to be unwarranted for the pragmatic reasons given by Hargrave  above  He has shown empirical relationships between whatever this method measures and benthic  impact and there is no reason to doubt or disregard that large body of evidence  On the other hand   these doubts about the underlying science of the method could give cause for pause before  introducing this method to the Scottish aquaculture context     Our own work on longer incubations is at present inconclusive and further experimentation is    required to understand the evolution of sulphur chemistry with long exposure to low pH and  whether this might be useful as on indicator of non pyrite reduced sulphur in fish farm sediments     38    7 Sulphide model    The RQ model  Black et al  2011  was run for all of the SARF Recovery project stations and the  outputs compared to relationships derived by Hargrave  2010   Hargrave s data were inferred from  our relatively small dataset  Cromey et al  2002  rather than a specific study to relate sulphide  concentration to ITI  Hargrave s sources were from sites in production rather than during the  recovery phase  With this caveat in mind  the relationships between modelled sulphide and  Hargrave s equations show some similarities  Fig  7 1  which is encouraging given that the RQ  model s parameterisation is presently un optimised         Empirical Hargrave 2010 Eqn 42           Empirical Hargrave 2010 Eqn 43    m Modelled P
32. he  S   4 were cage edge    stations     unsurprisingly  none were reference stations  None were from farms C  F and J and these  data are plotted separately in Figure 4 3  All the other sites had one or more stations where there  was some deviation from the Hargrave relationship           3  F   v      60   E  P  E     Y  E 50     al     40 y   GE 13x   8E 09x7   4E 05x     0 0767x  64 535    R    0 6363       20    tt ue  X     9999       1 10 100 1000 10000  Mean Sulphide pM             Figure 4 1 Plot of mean sediment sulphide concentration vs mean Infaunal Trophic Index  ITI    Error bars are   one standard deviation                 100  d  80  Se    e of  _ 4  00    o    O O  40 MI  o A 7 9  20 9 Q o        100 1000 10000  Free  S  uM     14    Figure 4 2 Plot of mean sediment sulphide concentration vs Infaunal Trophic Index  ITI   adapted  from Fig  5 in Hargrave  2010         Figure 4 3  S  and ITI for stations at sites C  F and J     The associations between number of taxa  S  and sulphide in the present study  Fig  4 4  and the  study by Hargrave  2010   Fig  4 5  are quite similar     observe that the x axis scales are different  between the two figures     The relationships between log  S  and the other benthic indictors fall into 2 types  a  those like S  Fig   4 4  where the log relationship appears somewhat linear  d Fig 4 6  a Fig  4 7  and b  those like ITI   Fig  4 1  4 3  where the relationship is relatively stable before a large change at  S  around 1000 u
33. he potential for such dissolution to bias measurements of free sulphide in  marine sediments   1  to obviate the use of SAOB by conducting measurements of sediment free  sulphide at natural pH  using paired measurement of S2  and pH   2  isolation of porewater from the  collected sediments  followed by immediate analysis with the current MOE protocol or preservation  with zinc acetate for later analysis in the laboratory      Finally  Barry Hargrave comments  26 04 13        The industry and provincial departments of Aquaculture  amp  Fisheries  Canada   west and east coasts   have been informed of the findings in the  Brown  paper and the limitations implied in the  application of AgS electrodes for measuring  free  S  The low cost of measurements  portability of the  equipment for use in the field and rapid return of results as measurements are made has resulted in  the method being widely adopted as a  standard  measure in assessing benthic conditions in soft  sediments in environmental monitoring programs on both coasts      The evolution of sulphide concentration in sediments dosed with SAOB   We also consider the relationship between sulphides measured by the standard method and a new  operational class of sulphur TARS   Total Alkali Released Sulphur     obtained after long equilibration  of sediment samples and SAOB  see below      After the initial sulphide measurement  additional samples from Site N treated with SAOB were kept    for 48h at 10 C in the dark prior to 
34. hip between redox and sulphide concentration in fish  farm sediments    2  To improve understanding of both sulphide and redox with respect to benthic indicators     Methods   Four fish farms  K  L  M  N  were sampled for sulphide and redox from RV Seol Mara  Sites K and L  were also sampled for benthos  At each site  stations were selected to maximise the expected  benthic impact by tying up to various cages  with one nominally intermediate impact station taken  while moored to a grid buoy     All sulphide determinations were made within a few minutes of collection using the sulphide  macroelectrode  On each day the electrode was calibrated on board using prepared standards  prepared on shore in deoxygenated water stored under nitrogen in screw capped vials  SAOB was  made up in advance with the exception of the ascorbic acid which was added immediately prior to  use     Redox measurements were taken with a Thermo Scientific Eh electrode  gel filled  KDCMPTB11    This was checked against Zobell s solution between each measurement batch  The electrode  showed a clear response to reducing conditions indicating that it was functioning correctly  The  precise way the electrode was used to measure redox varied between days and is outlined and  discussed in the results section  Redox measurements were corrected by adding 220 mV as  appropriate for this electrode at approximately 10 C     At sites K and L  two benthic samples per station were taken by van Veen grab  0 1 m    sieved
35. ic syringe was used as a subcorer in the  first hole  The barrel was pushed into the sediment as the syringe plunger was held back  which    think is the same procedure described in your report for obtaining syringe samples for S  measurements  This provides a volume of mixed sediment from across the same depth layer into  which the Eh probe was inserted  Eh and S measurements can therefore be considered  representative of whatever depth layer was sampled     9  Achange to the protocol was implemented after the intercalibration workshop in 2004  Wildish et  al 2004   We knew that core sampling using divers was not possible in deep water and the use of  divers added cost to sample collection  In addition most monitoring programs only required that  surface sediment be collected  Profiles of variables in sediment cores were not needed for  monitoring conditions of recent sedimentation under and around farm sites  Thus sample collection  method were modified to use grabs  e g  a 0 025 m  Van Veen      10  When a partially filled grab was returned with a visibly undisturbed sediment surface   supernatant water was carefully removed by siphon and short cores  15 cm long  were inserted into  the exposed sediment  These had the tape covered holes as in the longer diver collected cores and  the hole closest to the sediment surface used for sampling  usually the 0 2 cm layer   A cut off  syringe was used to extract a horizontal sample across the width of the core using the full extens
36. ide samples     The redox profiles obtained were plausible based on experience  Figure 5 3  indicating correct  functioning of the redox probe  However  comparison of redox at any depth with sulphide  concentration does not yield a significant trend     Figure 5 4 shows total sulphide concentration  versus redox potential at  2 cm  Although the redox values occupy a much larger range than at the  previous sites  all but one of the measurements is positive     28    Eh mV corrected             Eh  xcm  mV            1500 2000   S  uM          Figure 5 4  Redox at  2cm depth versus total sulphide concentration at Site M  Error bars are   one  standard deviation     Redox profiles were also made from cores at site N are given for the 5 stations in figure 5 5     29    Eh mV corrected    200 300 Ld   l  500  Lui       Figure 5 5  Redox profiles at Site N     Figure 5 5 shows rapidly changing redox with depth at  2 cm so we additionally plot the relationship  between sulphide and redox at  4 cm  Figs  5 6 and 5 7   Neither figure shows a strong trend of  decreasing redox with increasing sulphide concentration     Eh 2cm mV corrected                   500 1000 1500       Sulphide concentration  uM    Figure 5 6 Relationship between sulphide concentration and Eh   2 cm  mV  corrected  at site N   Error bars are   one standard deviation     30    Eh 4cm mV corrected    500 1000 1500  Sulphide concentration  uM       Figure 5 7 Relationship between sulphide concentration and Eh   4 cm
37. ing grey  not black  sediment with little smell of  sediment  One hypothesis is that these stations were exceptional in that the very high densities of  small worms together with the relatively strong tidal bottom currents prevented high accumulation  of OM and the associated low redox and high sulphide concentrations     Discussion   We believe that the redox probe used was functioning correctly although it is clear that redox is a  somewhat subjective measure prone to probe contamination issues  Wildish et al  2004   We had no  reason to doubt the sulphide measurements  The calibrations were good and in general the  sulphide electrode stabilised quite quickly  ca  60 s   It is clear from the data gathered during this  work that we have not been able to reproduce the trends in redox and sulphide plots shown by  Hargrave  2010      After this work was completed  Barry Hargrave kindly commented on methods used and suggested  some methods that would improve the quality of the relationship between sulphide and redox  This  correspondence is reproduced in full in appendix 1     A feature of this work is that all of the sites in this study were much less impacted than expected in  terms of the benthic response  Although focussing at cages edges we found that most stations have  relatively high diversity in terms of species richness even when total abundance was high  40  80k  individuals m   Fig  5 12   This low range of sulphide and redox conditions encountered makes  interpretat
38. ion  of the syringe barrel  The syringes were sealed with air tight plastic caps and stored on ice for  transfer to the lab     11  Analyses for Eh and S usually occurred with 6 hr of collection  The scale on the 5 mL syringe was  used to extrude 2 mL into a beaker and immediately the Eh probe was inserted with the electrode  clamped to prevent movement  The sediment was wet since pore water was transferred from the  syringe with the sediment  The water is necessary to form an electron bridge between the Pt tip and  the reference filling solution  If insufficient water is present no stable Eh potentials can be read and  drift is usually in the positive direction  The potential was recorded after 2 3 min  if drift was   10  mV min  or 5 min as above  This sample could be further processed for water content  96 weight loss  on drying  and organic matter  96 weight loss on ashing  if the monitoring protocol required this  data     11  As the Eh probe was stabilizing  a second 2 mL aliquot of sediment was extruded into a small  beaker and 2 mL of SAOB was immediately added for S measurements  The electrode could be used  to gently mix the buffer sediment slurry and a stable potential was usually obtained in 1 2 min when  a reading was made     12  The modified procedure for grab collected sediment provided measurements of S and Eh on the  same sediment sample  One sample could processed for Eh and S in less than 5 min  Vertical profiles  could be obtained to a the limited depth c
39. ion more difficult than if the full range of redox and sulphide values given in Hargrave s  dataset  Hargrave 2010      The work in this section is consistent with the conclusions of section 4 in that sulphide could be a  useful screening tool  If developed as such a tool  it would be sensible to set an action criteria for  cage edge stations at 1500 uM as this is the threshold identified by Hargrave et al  2008  as an  important transition between oxic and hypoxic conditions  All of the station in sites K and L were  below this threshold and thus would not warrant a full benthic investigation and this seems  reasonable given their high abundance and their generally oxic visual appearance     It has been suggested that there might also be an upper limit for sulphide where we could predict  that there will be so few fauna that it would not be worth full faunal analysis  In the work reported  in chapter 4  the station with the highest mean sulphide concentration  4627 uM  had very low  mean ITI  0 09   low mean number of species  4  and low mean abundance  768 ind  m     It is  reasonable to expect from this and from Hargrave et al  2008  that values above 6000 uM would be  essential azoic  However  as the labour and hence cost of benthic analysis of near azoic samples is  very small  it might be in the farmer s interests to do this analysis anyway especially if there was  visual evidence of significant numbers of worms     33    6 The effects of SAOB over time    Introduction 
40. m K W  Meckenstock RU  2011  Anaerobic  Nitrate Dependent  Oxidation of Pyrite Nanoparticles by Thiobacillus denitrificans  Environ Sci Technol 46 2095   2101   Brooks K  2001  An evaluation of the relationship between salmon farm biomass  organic inputs to  sediments  physicochemical changes associated with those inputs and the infaunal response    with emphasis on total sediment sulfides  total volatile solids  and oxidation reduction  potential as surrogate endpoints for biological monitoring  Vol  Aquatic Environmental  Sciences  644 Old Eaglemount Road  Port Townsend  Washington   Brooks KM  Mahnken CVW  2003  Interactions of Atlantic salmon in the Pacific northwest  environment ll  Organic wastes  Fish Res 62 255 293   Brown KA  McGreer ER  Taekema B  Cullen JT  2011  Determination of Total Free Sulphides in  Sediment Porewater and Artefacts Related to the Mobility of Mineral Sulphides  Aquatic  Geochemistry 17 821 839   Clarke KR  Gorley RN  2001  PRIMER v5  User manual tutorial  PRIMER E  Plymouth  91 pp    Cromey CJ  Nickell TD  Black KD  2002  DEPOMOD   modelling the deposition and biological effects of  waste solids from marine cage farms  Aquaculture 214 211 239   Hargrave BT  2010  Empirical relationships describing benthic impacts of salmon aquaculture   Aquaculture Environment Interactions 1 33 46   Hargrave BT  Doucette LI  Phillips GA  Milligan TG  Wildish DJ  1998  Biogeochemical observations to  assess benthic impacts of organic enrichment from marine aquac
41. ments  some animals have developed detoxification mechanisms that allow them to  survive in quite high sulphide concentrations  In such animals specific oxidising enzymes  e g   sulphide  quinone oxidoreductase  are present which convert sulphide to sulphate  Ma et al  2012      Sulphide as an indicator   Sulphide was developed as an indicator of benthic status at fish farms by Hargrave et al   1998  and  by Wildish et al  1999  2004   These authors spent considerable effort in assessing the method and  developing the protocols for measurement and their works remain as the definitive studies in this  area  Considerable effort was expended to determine cost effective and rapid monitoring methods  and the conclusion was that sulphide and redox measurements together formed a good basis for  monitoring programmes around fish farms  New Brunswick  where much of their work was  conducted  still retains a monitoring protocol largely based around sulphide measurements  Wilson  et al  2009   Subsequently  several other states countries adopted sulphide as one of several  indicators to be used during fish farm monitoring       http   www atsdr cdc gov toxprofiles tp114 c2 pdf    2 Measuring sulphide in sediments   The standard method in use for measuring sulphide in sediments involves the use of the Thermo  Orion Silver Sulfide electrode  model 9616  which SAMS purchased  10 2011  via Cole Palmer for    690 plus VAT     There are several modern protocols  Anon 2010  2011  for the measu
42. minute  After each measurement  the electrode is  rinsed with deionised  DI  water from a wash bottle and replaced into a beaker of DI water  Before  each measurement the electrode is blotted dry with a clean tissue     6  The values obtained with the standards are used to construct a straight line between log  10   concentration and voltage which is subsequently used to determine the concentration of unknown  samples  Calibration must be carried out at least daily  see next section     Titration of sodium sulphide   A nominal 0 01M  10 000UM  sodium sulphide solution  based on a molar mass of sodium sulphide  nonahydrate of 240 18  is titrated against a 0 1M standard solution of lead perchlorate  Pb ClO4   3H 0  Sigma Aldridge     this material is toxic and an oxidant and must be handled and  disposed of appropriately      The reaction is   NaS   Pb ClO4    gt  PbS  s   2NaClO     We used the sulphide macroelectrode to monitor the reaction which gives a sharp drop in voltage at  the endpoint  The result of this is that the technical sodium sulphide that we used has a hydration  value of approximately 4 3     much lower than the nominal value of 9  The consequence of this is  that nominal values must be multiplied by approximately 1 546 to yield correct values for sulphide  concentration     Consistency of the calibration  All of the calibrations were linear  r   gt 0 997  however the equation of the line did vary somewhat  over time  Table 2 1  Figure 2 1      Table 2 1 Mean
43. nfirmation dialog    3  The directory  files and the entries there in must be consistent  so enter each project and       carry out the following     a     Ensure that there is a depomod folder between the    site name    directory and the  gridgen  partrack  resus  etc folders should match the entry in the   site name  BcnstFI N x cfg file     Ensure that the    site name    directory name e g  Aird Taranaish and the name of grid   partrack  cfg files etc agree  If not rename directory and use notepad   find in files  to apply the change to every file below the    site name    directory     4  Enter the resus folder and delete all the contents    5  Enter the partrack folder and     d     Delete every file  excluding the current data folder  except for one set of benthic  analysis files   e g  site name  BcnstFI N 25 cfg and site name  BcnstFI N 25 cfh    Create empty text files file named output txt and outappend txt    Reset the benthic analysis files numbering to 1 e g  site name  BcnstFI N 1 cfg and  site name  BcnstFI N 1 cfh   Use notepad   find in files to apply the numbering change in the partrack directory      Choose the lowest numbered file      If these files do not exist they must be created by running the model once in Autodepomd    These files are required to avoid a file not found error when using DEPOMOD partrack    51    Running Partrack and Resus  1  Open the command prompt  start     run  type cmd into the dialog and press return   2  In the command windo
44. ning resus  the file will open in a spread sheet style window     a   b   C     e     f     B     Change the heading in column C from g carbon m2 yr to g carbon  m2 Month   Select column C   Data  gt Transform a dialog will open change the transform equation to C   C 12  and  change the entry in first row to 2 and ensure last row is 1522  assuming a 39x39   Data  gt Transform in two separate operations use the same dialog to add the  required off sets to the x and y data columns  transform equations  A A xOffsetValue and B B yOffsetValue   The offset values can be obtained from  the site name  ini file in the gridgen directory as DataAreaXMin and DataAreaYMin   Click OK   File  gt Save   Close the spread sheet style window    3  Select an empty plot document  if a plot document is not visible use File  gt New  gt Plot    Document     4  Grid  gt Data  open the site name  BcnstFI N 1 Monthly csv just saved    d     C   d     Select Kriging interpolation     Change both Spacing entries to 1  assuming a 39x39 grid   the spacing value should  now be 951   Click OK   Close the generated report file    5  File  gt Open site name  BcnstFI N 1 Monthly grd    d     Clicking in the map and using the arrow keys to navigate  the spatial sample values   Ciocal can now be obtained and recorded in the spread sheet along with Ciota  The  spread sheet should be set up to produce Factor as Ciocai Ctotal    After every model run  Every run of AutoDepomod will leave a file on C called input reo 
45. not totals  and calculated in Excel using the latest available SEPA  assigned values     All other diversity indices  number of taxa  individual abundance  Pielou   s J     Shannon H     loge    Brillouin  Fisher  Margalef s d  and Simpson s 1 A   were calculated in PRIMER v6  Clarke  amp  Gorley  2001   In the following figures  curves have been fitted using the trendline function in MS Excel with  a view to maximising the value of R        Physical sediment data were also obtained from the same SEPA returns  LOI and PSA data were not  averaged as only single values were presented  Redox values  corrected  were taken as the mean of    two values from 2 cm sediment depth     Table 4 1 Sample location data     Site Biomass on site  t   Date of survey  A 720 05 06 2012  B 1350 06 06 2012  C 848 07 06 2012  D 553 20 06 2012  E 1194 16 08 2012  F 1324 17 08 2012  G 1194 17 08 2012  H 1287 27 09 2012    850 08 01 2013  J 928 09 01 2013       Not maximum consented biomass    Biotic relationships  We attempted to identify potentially useful relationships between biotic descriptors  such as indices  of diversity  and sediment sulphide concentrations  We consider first the relationship between ITI    13    and sulphide concentration  henceforth  S    The cluster of low ITI values    15  in the present study  at  S    1000 uM  Figure 4 1  isn t present in the Hargrave  2010  data  Figure 4 2   Out of 10 stations  that have much lower ITI scores than Hargrave  2010  would predict from t
46. nts have different decay rates in case where erosion is important this may be important in  the sulphide prediction  It is likely that the revised AutoDEPOMOD will remember particles at least  until they are resuspended and thus this inaccuracy will be resolved     2  Improvement in resuspension processes  Presently AutoDEPOMOD fails to simulate resuspension  processes at sites with moderate to high current speeds and a key component of the ongoing  AutoDEPOMOD project is the improvement to the resuspension module  Such improvements will  have a profound effect on the calculation of Factor and thus on the sulphide prediction     Taken together these 2 aspects are likely to be much more important than optimising    parameterisation of the RQ model which therefore cannot proceed until these issues are addressed  in the present AutoDEPOMOD revision project     43    8 Sulphide module   As mentioned in the previous section  in order to address the issues of determination of Factor   AutoDEPOMOD needs significant revision much of which has to take place anyway in order to  improve the predictive ability of the model  Once this has been done then the RQ model can be  recoded and developed as a new module  This will significantly ease its parameterisation as the  present RQ model is highly labour intensive with each run involving a large number of operator  manipulations each of which is time consuming not to mention tedious     This work will be presented in a supplementary report 
47. on 2  Methane produced from a  carbon dioxide and hydrogen and b  from methanoic acid     CH    SO      gt  HCO    HS   HO    Equation 3  Anaerobic oxidation of methane     The demand for oxygen generated by the remineralisation of OM in sediments can be thought of as  being the sum of oxygen utilised directly in aerobic remineralisation plus that consumed during  aerobic re oxidation of products of anaerobic metabolism plus that consumed by macrofaunal    respiration  The re oxidisable products include hydrogen sulphide  Fe II  and Mn II  but also  ammonia  ammonia being formed from protein degradation     Hydrogen sulphide is present in sediment pore waters as an equilibrium between three species  Eq   4     H2S SHS 2 S     Equation 4  The equilibrium between sulphide species    Figure 1 1 shows the pH dependence of the speciation  Lewis 2010  which is further discussed in  Section 7 with respect to the method of analysis         6H2S              9 76HS     9 10 11 12 13 14 15 16 17 18  pH       Figure 1 1 pH dependence of sulphide speciation    In sediments  sulphide can react with metals species to form insoluble metal sulphides  Because iron  is usually present in high concentrations in sediments  precipitated iron sulphides are a major  proportion of precipitated metal sulphides  Eq 5      Fe  agt HS   FeSu H     Equation 5 precipitation of iron    mono    sulphide    Although Equation 5 is presented as a mono sulphide this material is often non stoichiometric  This  i
48. onfiguration file window   Close the resus window   Copy the file site name  BcnstFI N 1 sur in the resus directory to site name  BcnstFl   N 1 Monthly csv also in the resus directory       The partrack application will start with the window minimised  If the file is not in the resus directory copy it from the partrack directory and try again    If the model runs very quickly it is possible that the resus may not have been checked    52    Calculate Factor   The procedure is split into two parts  Firstly  the total carbon flux is calculated  this procedure only  needs to be carried out once  Secondly  the flux at each spatial position sampled is obtained  These  quantities together provide the Factor that is required to calculate the flux at the locations for a  given feed input  the flux value will vary with location     Obtain total Carbon Flux  1  In the partrack folder open the site name  BcnstFI N 1 cfg file  a  Online 28 note the 2    value  this assumes a constant input of food    b  Calculate 365 12 times the above value   2  In the command window enter ROM exe  a  Click View Feed Input Data  b  In the Husbandry data dialog Set the number of months to 12 using the controls on  the right  c  Enterthe value calculated in step 1 b above 12 times into the feed input per month  textboxes   d  Inthe file to save parameters for this scenario click save as   i  change the filter in the browser to all files        ii  navigate to the correct site name folder and into the resus
49. ontained in the shortened cores if desired  It was often  possible to remove more than one core per grab to provide information on within core variation  For  monitoring purposes  however  three grabs were usually collected at one station with one short core  removed from each grab for Eh S measurements to give spatial representation of variation at a site     49    Appendix 2   derivation of Factor    What is Factor  The RQ model gains station specific information on the amount of carbon remaining at a particular    station after resuspension through the use of parameter derived from DEPOMOMD output as    follows     Factor  Factor is a scalable constant for each station at a site but varies between stations    and between sites  The use of Factor means that calculations of sulphide concentration are only    made at specific stations using DEPOMOD outputs in a standalone model  RQ  rather than being run  within DEPOMOMD as is envisaged for the new DEPOMOD version being completed in 2014     Overview of procedure  Run AutoDepomod using sulphide sample date cage and benthic station positions    Copy projects      Run Partrack Resus     Run ROM with feed data     Calculate Factor    Run AutoDepomod    1     2   3     4   5     6     7     This procedure assumes that there has been a change in cage layout since the time of  original modelling  which may have been pre AutoDepomod    Run AutoDepomod from the desktop   Create new project from the pull down menu  giving name that is
50. pped glass electrode  gel filled   KDCMPTB11  during fieldwork from the SAMS vessel  During consent monitoring surveys where we    accompanied fish farm staff  we relied on their measurements using standard SEPA protocols     A variety of redox protocols is given in the literature and we examined some of these in this project   described in section 5     12    4 Field studies in collaboration with fish farm consent monitoring  We accompanied fish farm staff on routine consent monitoring surveys at 10 sites  labelled A     J   Table 4 1   Prior to the work starting we proposed and agreed with the farmers to keep the farm  identities anonymous  This strategy was adopted so that we could gather sulphide concentration  data alongside data routinely collected for compliance monitoring and thus maximise the use of  project resources  Thus we were able to compare our sulphide measurements to the variety of  measurements currently demanded by SEPA s monitoring protocols     Benthic data generated by consent monitoring were extracted from the statutory returns to SEPA  provided by the fish farmers once sample analysis was complete  Benthic samples were triplicate  0 045 m  van Veen grabs per station  As all diversity indices in SEPA returns are calculated on total  numbers per station  and not mean values per station  all indices have been recalculated after  removal of any presence absence data and means per station calculated  ITI values have also been  treated as mean per station  
51. re 4 8 Plot of mean sediment sulphide concentration vs mean number of individuals  N  per    grab  0 1 m      Error bars are   one standard deviation           1 0  T  0 9 1        i i  os E I bl            0 7 1       HH Hi D  i Y   i  got d IN           0 3      ll         0 0    Mean Pielou J   o  un             0 1 10 100 1000 10000  Mean Sulphide uM       Figure 4 9 Plot of mean sediment sulphide concentration vs mean Pielou   s evenness  J    Error bars  are   one standard deviation     18       4 0    3 0      Mean Brillouin     M in      _              oe  j  mee y      y   2 3483e  99r S   R    0 597 4    1 0 o      Mean Sulphide yM       Figure 4 10 Plot of mean sediment sulphide concentration vs mean Brillouin   s diversity  Error bars  are   one standard deviation           1 2  1 0 e   gt   e     4  E  0 8   e      N    0 6       Q     0 4 y   0 8897e 79  Y  R    0 5878 N  N  0 2  0 0   f  0 1 10 100 1000 10000  Mean Sulphide pM       Figure 4 11 Plot of mean sediment sulphide concentration vs mean Simpson   s diversity  1  A       Error bars are   one standard deviation     19          4 0           amp                    r 2 5 _     E  i         y   2 5772e 86    i N d T  15 R    0 6067 i N    a NE   1 i PN  0 5        os v  0 0 Li t 96    0 1 10 100 1000 10000    Mean Sulphide uM       Figure 4 12 Plot of mean sediment sulphide concentration vs mean Shannon   s diversity  H    Error  bars are   one standard deviation     O    ews e b  4 19 992  6   9  o  Ds   
52. re measuring sulphide concentration  The relationship between  initial  O h  sulphide concentration and that 48 h later is given in Figure 6 1     35       Figure 6 1 Relationship between sulphide concentration at 0 h and  48 h after adding SAOB  The  regression line r    0 51  gradient   2 15  y intercept   1262 mV      Samples from Site N show a large increase in  S  after 48 h  Figure 6 2   but subsequent analysis of a  third set of samples showed  S  dropping to much lower than initial values after 504 h  Figure 6 4      In order to further consider post SAOB addition sulphide behaviour  on two occasions  Set A and Set  B  samples were taken from enriched tanks at SAMS and re measured after various time intervals   Set A  Figure 6 3  has a variable response at  340 h with most samples much higher than at Oh   except sample 2a which changed little  By 1512 h all samples had dropped in  S  concentration but  two were still more than at 0 h  1a  3b      In Set B  and in contrast to samples from Site N  some of the 48 h samples are actually lower than at  Oh  Figure 7 5  1a  2a  2 c 3c   At 1224 h  all samples were much lower that at O h and 48 h     Further experiments are needed to better understand post SAOB addition behaviour in both the  tanks and in the field  In particular we need to determine whether this method can be used to infer  the concentration of particle associated labile metal sulphides that may be oxidisable during  sediment recovery     36    E Oh    B   4
53. rement of sediment sulphide  all of which are derived from Wildish et al   1999   An important aspect of the method is that  samples and standards are made strongly alkaline by the addition of Sulphide Antioxidant Buffer   SAOB  which bring the sample to  pH14 thus driving the sulphide equilibrium partway towards the  S  species  fig  1 1  for which the ion selective electrode is specific   more on this in chapter 7     Sodium sulphide standard solutions must be made up in water purged of oxygen to retard oxidation   Sodium sulphide is available in technical grades where the degree of hydration may vary and so this  should be quantified by titration against lead perchlorate  see below  Wildish et al  2004   However   this step is not reported in other papers which cite this method and may be a source of error if  assumptions on the hydration state of the sodium sulphide are inaccurate     Calibrating the sulphide ion selective electrode    The following protocols contain safety indications  It is up to the user to develop safe systems of  work which will keep them safe and are compliant with local chemical safety regulations  If the  method is to be used at sea  careful consideration must be given to ensuring that safety can be  maintained on a moving platform     1  Purge distilled water with nitrogen gas to reduce the oxygen concentration and store under  nitrogen     2  Prepare sulphide antioxidant buffer  SAOB  by adding sodium hydroxide  20 0g  and EDTA  17 9 g   to a 25
54. ron sulphide can be re oxidised in sediments if appropriate electron acceptors are present or it can  be further reacted to form pyrite  The formation of pyrite can be either via elemental sulphur or via  polysulpide ions  Equations 6 and 7  or  on longer timescales  by sulphide  Hurtgen et al  1999    Under aerobic conditions  pyrite is oxidised by oxygen  equation 8   a process that is accelerated in  the presence of Fe III   Pyrite is stable under anoxic reducing conditions but can be oxidised if  exposed to oxidants such as ferric ion Fe III  or nitrate ion under some circumstances  Bosch et al     2011   A large proportion of pyrite will become buried and essentially lost to the sulphur cycle   Hurtgen 2012      FeS   S    gt  FeS     Equation 6 Anaerobic formation of pyrite through reaction with S      FeS   S   gt  FeSz S  1     Equation 7 Anaerobic formation of pyrite through reaction with polysulphides    FeS   H O   70   gt  2Fe    4H    450        Equation 8 Aerobic pyrite oxidation    Sulphide toxicity   Hydrogen sulphide gas is a well known toxin with the characteristic odour associated with rotten  eggs  Sulphide reacts with iron in respiratory enzymes  It is highly toxic to fish  e g  Kiemer et al   1995  and mammals including humans where it has a 5 minute LC50 of about 800 ppm  and a MRL   minimal risk level  of 0 07 ppm has been derived for acute duration inhalation     Sub lethal  exposure may lead to long term damage to brain function     In sulphidic sedi
55. rprisa       Non Governmental Organisations    CROWN   kd O gt  Amnn    dy ESTATE Scottish RIVERS  amp  FISHERIES TRUSTS cr SCOTLAND  F ut alrwuariiig Somi tand e Rives  amp  Luck    Erreirenrmmari       
56. s for the environment  this is less than ideal for the purposes of this study where  we would have benefited from having samples from a wider proportion of the benthic impact  spectrum  Nonetheless several benthic indicators produced relationships which are rational and can  be fitted quite well to simple curves  This supports the generally held view that the sulphide  indicator is quite a good proxy of benthic impact and therefore a useful candidate for a rapid  screening method for fish farm monitoring     The relationships between redox and sulphide were  in contrast  neither rational nor useful  We  believe that this is much more likely to be a consequence of the difficulties in taking reproducible  redox measurements than a problem with the sulphide methodology  On balance we agree with  Brooks    comments quoted above  section 4  and would be unhappy about according much weight to  the precise numeric value obtained using redox  However  as it is easy to measure  it is still worth  doing provided the results are not over interpreted  Perhaps the classification of redox in circa 100  mV ranges as per Hargrave et al  2008  Fig  5  is the appropriate level of information from redox  In  contrast to sulphide we do not think that the evidence supports the use of redox as a rapid screening  tool on its own despite its obvious simplicity of use in the field     25    5 Field Studies conducted by SAMS staff    Field work objectives   1  To improve understanding of the relations
57. t     what is more important is whether the result  breaks the trigger value for carrying out a full faunal analysis     There is some justification for setting a trigger value at 1500 uM as this is recognised as a threshold  above which hypoxic conditions and hence significantly perturbed benthos are likely  However   thought needs to be given as to where to apply such a screening tool spatially as we do not have  enough evidence to provide a trigger value at the edge of the AZE  One interim solution would be to  invoke a full benthic analysis at all stations if this criterion is reached at any of them  The derivation  of an appropriate AZE edge screening trigger would best be informed by the results of future  monitoring     10 Acknowledgements  The authors are indebted to Barry Hargrave for his advice and correspondence  to the fish farmers  who offered us access to their sites and their data and to the crew of RV Seol Mara     45    11 References    Anon  2010  Standard operating practices for the environmental monitoring of the marine finfish  cage aquaculture industry in New Brunswick  In  New Brunswick Department of Environment   Anon  2011  Nova Scotia Aquaculture Environmental Monitoring Program  Standard operating  procedures for the environmental monitoring of marine aquaculture in Nova Scotia  In  Nova  Scotia Fisheries and Aquaculture   Black KD  Cromey CJ  Nickell TD  2011  SARFO30 Final Report  Benthic Recovery Project  In  SARF   Bosch J  Lee K Y  Jordan G  Ki
58. tor depends entirely on AutoDEPOMOD  correctly predicting post resuspension accumulation at a particular site  Given this and that  measured sulphide is a relatively good proxy for benthic impact as measured by ITI  fig 4  1  it  follows that where the predicted sulphide is much greater than the measured sulphide this could  simply be due to poor predictive ability in AutoDEPOMOD rather than in the RQ model  But the  situation is more complicated than that as can be seen if we follow the outlier at the bottom right on  figure 7 4  This point represents the site A cage edge station which has a measured  S  of 866 uM  and a predicted  S  of 9560 uM  Thus the RQ model over predicts the sulphide concentration by an  order of magnitude  However  considering the relationship between measured sulphide and ITI  Fig   4 1  we find that this station has a greater benthic impact  ITI   2 84  than would be expected by the  measured  S   Thus uncertainties about the relationship between predicted and measured  S  are  caused by uncertainties in both values     Let s now consider the 2 predictions excluded from figure 7 3 i e  sites F and G cage edge stations   These have predicted  S  of 16 340 and 64 520 and corresponding measured  S  of 2 219 and 3 432  uM respectively  An immediate thought is that the RQ model is somehow not tuned properly for  relatively high impact stations but consideration of cage edge stations for sites E  4 620 predicted    4627 measured   and C  6 470 predicted 
59. trode reading to stabilise is very important as small differences  in reading potentially make large differences in the concentration determined     Collecting samples in the field for sulphide analysis    We found that the easiest way to collect samples from sediment grabs was using 5 cm  plastic  syringes with rubber piston seals  The Luer slip end of each syringe was carefully cut off to produce  a small coring device from the syringe  Only grabs which retain surficial water should be sampled   Two hands are typically required to suck up sediment from the top 2 cm of the sediment surface  only using a 45 degree angle to avoid including deeper sediments while avoiding any air bubbles   There are various ways of doing this and reproducibility is somewhat affected by the type of  sediment and the density of subsurface infauna  Keeley et al   2013  simplified the procedure by  coring vertically to 4 5 cm with their syringe but  as this means that the results will likely    10    overestimate sulphide concentration  they will not be comparable to measurements taken using the  original method  Wildish et al  1999  and so we do not recommend this procedure  Once the core is  taken it is adjusted to exactly 5 cm  volume and sealed  We found that the most effect seal was a  second rubber piston seal taken from a separate syringe  This can be pressed into the open end of  the syringe while gently retracting the piston to give a tight fit without trapping any air     Samples are then
60. ulture in the Western Isles  region of the Bay of Fundy  1995  Can Data Rep Fish Aquat Sci 1031 iv   50   Hargrave BT  Holmer M  Newcombe CP  2008  Towards a classification of organic enrichment in  marine sediments based on biogeochemical indicators  Mar Pollut Bull 56 810 824   Hurtgen MT  2012  The Marine Sulfur Cycle  Revisited  Science 337 305 306   Hurtgen MT  Lyons TW  Ingall ED  Cruse AM  1999  Anomalous enrichments of iron monosulfide in  euxinic marine sediments and the role of H 2 S in iron sulfide transformations  Examples  from Effingham Inlet  Orca Basin  and the Black Sea  Am J Sci 299 556 588   Keeley NB  Forrest BM  Macleod CK  2013  Novel observations of benthic enrichment in contrasting  flow regimes with implications for marine farm monitoring and management  Mar Pollut Bull  66 105 116   Kiemer MCB  Black KD  Lussot D  Bullock AM  Ezzi    1995  The effects of chronic and acute exposure  to hydrogen sulfide on Atlantic salmon  Salmo salar L   Aquaculture 135 311 327   Lewis AE  2010  Review of metal sulphide precipitation  Hydrometallurgy 104 222 234   Ma Y B  Zhang Z F  Shao M Y  Kang K H  Zhang L T  Shi X L  Dong Y P  2012  Function of the anal sacs  and mid gut in mitochondrial sulphide metabolism in the echiuran worm Urechis unicinctus   Marine Biology Research 8 1026 1031   Pearson TH  Stanley SO  1979  Comparative measurement of redox potential of marine sediments as  a rapid means of assessing the effects of organic pollution  Mar Biol 53 371 379   
61. w enter CD C  SEPA Consent depomod and press return  3  Run Partrack     d     b  C   d   e       h    h     i  j     In the command window enter part12 exe    v    File   gt  open   gt  Input data configuration file   Select the site name  BcnstFI N 1 cfg file   Under fish characteristics heading in the particle information sections click change  In the waste allocation data dialog select Carbon radio button on the right hand side  and click accept data   Click run model  the partrack progress bar dialog will appear    Important copy the site name  BcnstFI N 1 inp file from the partrack to the resus  directory   Do not save the new configuration file   Close the input data configuration file window   Close the partrack window    4  Run Resus     d     In the command window enter resus12 exe  V   File   gt  new   gt  Input data configuration file   Ensuring you are in the correct sites directory structure load the   site name  BcnstFI N 1 inp from the resus directory    For the output file click save as  change the filter in the browser to all files        select the site name  BcnstFI N 1 inp change the extension to  out and click SAVE  Select the resus check box  on the left hand side     Run the model   A dialog will appear asking for a file name for the configuration file  Change the filter  in the browser to all files       select the site name  BcnstFI N 1 inp change the  extension to  cfg and click OK  the resus progress bar dialog will appear    Close the input data c
    
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