Automatic water samplers and a U. S. Geological Survey gauging station were established in 1995 on the main stem of the Illinois River at the Arkansas Highway 59 Bridge. Since that time, continuous stage and discharge measurements and water quality sampling have been used to determine pollutant concentrations and loads in the Arkansas portion of the Illinois River. This report represents the results from the measurement and sampling for January 1, 2001 to December 31, 2001

Nelson, Marc A.

Soerens, Thomas S.

English

ScholarWorks@UARK

University of Arkansas, FayettevilleScholarWorks@UARKTechnical Reports Arkansas Water Resources Center9-1-2002Illinois River 2001 Pollutant Loads At ArkansasHighway 59 BridgeMarc A. NelsonUniversity of Arkansas, FayettevilleThomas S. SoerensUniversity of Arkansas, FayettevilleFollow this and additional works at: http://scholarworks.uark.edu/awrctrPart of the Fresh Water Studies Commons, and the Water Resource Management CommonsThis Technical Report is brought to you for free and open access by the Arkansas Water Resources Center at ScholarWorks@UARK. It has beenaccepted for inclusion in Technical Reports by an authorized administrator of ScholarWorks@UARK. For more information, please contactscholar@uark.edu, ccmiddle@uark.edu.Recommended CitationNelson, Marc A. and Soerens, Thomas S.. 2002. Illinois River 2001 Pollutant Loads At Arkansas Highway 59 Bridge. Arkansas WaterResources Center, Fayetteville, AR. MSC305. 10  Arkansas Water  Resources Center    ILLINOIS RIVER 2001 POLLUTANT LOADS AT ARKANSAS HIGHWAY 59 BRIDGE    Submitted to the Arkansas Soil and Water Conservation Commission   By   Marc A. Nelson, Arkansas Water Resources Center Water Quality Laboratory and Thomas S. Soerens  Department of Civil Engineering University of Arkansas, Fayetteville, Arkansas 72701         September 2002  Publication No. MSC-305  Arkansas Water Resources Center 112 Ozark Hall University of Arkansas Fayetteville, Arkansas 72701  ILLINOIS RIVER 2001 POLLUTANT LOADS At Arkansas Highway 59 Bridge  Submitted to the Arkansas Soil and Water Conservation Commission and the Arkansas – Oklahoma Arkansas River Compact Commission  By  Marc A. Nelson Ph.D., P.E. Arkansas Water Resource Center  Thomas S. Soerens Ph.D., P.E. Department of Civil Engineering   University of Arkansas Fayetteville, Arkansas  September 2002  SUMMARY  Results for Illinois River at AR59 for Calendar Year 2001  Pollutant  Total Discharge (m3/yr)  532,000,000 Total Load (kg/yr) Average Discharge (m3/s)  16.9 Mean Concentrations (mg/l)  N03-N  1,520,000  2.86 TKN  447,000  0.84 TP  256,000  0.48 TSS  70,800,000  133 • Comparison between the loads and discharge calculated for 1999 to those in 2000 indicate decreases in discharge, nitrates, TKN and TSS but an increase in total phosphorus.  Comparison between 1997, 1998, 1999, 2000 and 2001 loads  Parameter  1997 Loads  1998 Loads  1999 Loads  2000 Loads  2001 Loads Discharge (m3) 458,460,000  588,000,000   635,000,000  536,000,000   532,000,000  N03-N (kg/yr)   1,020,000    1,390,000  1,560,000  1,100,000  1,520,000 TKN (kg/yr)      301,000       481,000  514,000  462,000  447,000 TP (kg/yr)      127,000       232,000  267,000  283,000  256,000 TSS (kg/yr) 18,400,000  72,600,000  77,100,000  63,600,000  70,800,000 • Comparison between flow-weighted mean concentrations for 1997,1998, 1999, 2000 and 2001 indicate increasing concentrations for all parameters except a slight decrease in TKN and TP concentrations between 2000 and 2001.   Comparison between 1997, 1998, 1999, 2000 and 2001 flow-weighted mean concentrations  Parameter  1997 Mean Concentrations (mg/l)  1998 Mean Concentrations  (mg/l) 1999 Mean Concentrations  (mg/l) 2000 Mean Concentrations  (mg/l) 2001 Mean Concentrations  (mg/l) N03-N 2.24 2.37 2.45 2.06 2.86 TKN 0.66 0.82 0.81 0.86 0.84 TP 0.28 0.39 0.42 0.53 0.48 TSS 40 123 121 118 133 • A total of 49 water samples were collected and analyzed in 2001. • All significant storm events were sampled during the year.         1INTRODUCTION  Automatic water samplers and a U. S. Geological Survey gauging station were established in 1995 on the main stem of the Illinois River at the Arkansas Highway 59 Bridge.  Since that time, continuous stage and discharge measurements and water quality sampling have been used to determine pollutant concentrations and loads in the Arkansas portion of the Illinois River. This report represents the results from the measurement and sampling for January 1, 2001 to December 31, 2001.  PREVIOUS RESULTS  In the fall of 1995, a gauge was installed at the Highway 59 bridge by the USGS and automatic sampling equipment was installed by the Arkansas Water Resource Center. In September 1995, sampling was begun on the Illinois River. Grab samples were taken every week and storms were sampled using an automatic sampler set to take samples every 4 hours.  During the period from September 13, 1995 to September 15, 1996 one hundred thirty seven grab samples and discrete storm samples were collected and analyzed. Table 1 summarizes the results from that study (Parker et al, 1997).   Table 1. Results from 1996 study period (Parker et al, 1997)  Nutrients  Total Discharge (m3/yr)  300,775,680 Total Load (kg/yr) Average Discharge (m3/s) 9.5 Average  Flow Weighted  Concentrations (mg/l)  N03-N  550,000  2.0 NH3-N  8,530  0.031 TKN  201,000  0.74 TP  89,900  0.29 TSS  27,000,000  89 TOC  1,130,000  4.2  Sampling was discontinued on September 15, 1996 and no water quality samples were taken between September 15, 1996 and November 1, 1996. Stage and discharge was still recorded for this period, however, no loads were calculated. Water quality sampling was resumed on November 1, 1996. The sampling protocol was changed to collection of grab samples every two weeks and flow-weighted storm composite samples.  Between November 1, 1996 and December 31, 1996 a total of four grab samples and one storm composite sample were collected and analyzed. Stage and discharge were recorded.  During the period from January 1, 1997 to October 15, 1997, there were twenty-six grab samples and twenty-five storm composite samples collected and analyzed using the same protocol. During the period from October 15, 1997 to December 31, 1997, the sampling protocol was changed to taking grab samples every two or three days and taking discrete storm samples every thirty or sixty minutes. In this period, there were twenty-four grab samples and one hundred and forty storm discrete samples collected and analyzed. The loads and mean concentrations for 1997 calculated using these samples are summarized in Table 2.  Table 2. Results from 1997-study period (Nelson and Soerens, 1998).  Pollutant  Total Discharge (m3/yr) 458,460,000 Total Load (kg/yr) Average Discharge (m3/s) 14.5 Mean Concentrations (mg/l) N03-N  1,020,000  2.24 TKN  301,000  0.66 TP  127,000  0.28 TSS  18,400,000  40.2   2  In the periods from January 1, 1998 to May 15, 1998 and November 1, 1998 to December 31, 1998, the Illinois River sampling was supplemented by sampling from another research project. That project, sponsored by the USGS Water Resource Institute Program, was titled “Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads” by Marc Nelson, Thomas Soerens and Jean Spooner. The sampling protocol for that project consisted of taking grab samples every two days and discrete storm water samples at thirty-minute intervals on the rising limb and sixty-minute intervals on the falling limb of storm hydrographs. Storm water sampling was begun at a variable trigger level set to the current stage plus ten percent and adjusted every two days. After the first thirty-six hours of each storm, sample times were increased to from four to twenty-four hours until the stage fell below the initial trigger. All samples were collected within twenty-four hours.  All samples were analyzed for nitrate nitrogen (NO3-N), ammonia nitrogen (NH4-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP), ortho phosphate (O-P) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.   In the period from May 16, 1998 to October 31, 1998, the sampling protocol was changed back to the collection of grab samples every two weeks and flow-weighted composite samples during storms. Storms were defined as all flows above a five-foot trigger level.  Once stage had risen above the trigger, a USGS programmable data logger began summing the volume of water discharged. Once a determined amount of water had been discharged, the data logger sent a signal to an automatic water sampler that filled one of twenty-four one-liter bottles. The total was then reset to zero and discharge was again summed for the next sample. In this fashion up to twenty-four samples, each representing an equal volume of storm water was collected. The volume of water represented by each individual sample was eight million cubic feet. These samples were retrieved before all twenty-four bottles were filled, or within 48 hours after being taken. The individual samples were composited into a flow-weighted composite storm sample by combining equal volumes of each.  Samples were taken as long as the stage remained above the trigger level. All samples were analyzed for nitrate nitrogen (NO3-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.     In the period from January 1, 1998 to December 31, 1998, there were four hundred and forty nine samples collected and analyzed. These results are summarized in Table 3.  Table 3. Results from 1998-study period (Nelson and Soerens, 1999).  Pollutant  Total Discharge (m3/yr)  588,000,000 Total Load (kg/yr) Average Discharge (m3/s)  18.6 Mean Concentrations (mg/l)  N03-N  1,390,000  2.37 TKN  481,000  0.82 TP  232,000  0.39 TSS  72,600,000  123.5   In the period from January 1, 1999 to December 31, 1999, there were three hundred and sixty nine samples collected and analyzed. These results are summarized in Table 4.        3 Table 4. Results from the 1999 study period (Nelson and Soerens, 2000)  Pollutant  Total Discharge (m3/yr)  635,000,000 Total Load (kg/yr) Average Discharge (m3/s)  20.0 Mean Concentrations (mg/l)  N03-N  1,560,000  2.45 TKN  514,000  0.81 TP  267,000  0.42 TSS  77,100,000  121  In the period from January 1, 2000 to December 31, 2000, there were fifty-one samples collected and analyzed. These results are summarized in Table 5.   Table 5. Results for Illinois River at AR59 for Calendar Year 2000 (Nelson and Soerens, 2001).  Pollutant  Total Discharge (m3/yr)  536,000,000 Total Load (kg/yr) Average Discharge (m3/s)  17 Mean Concentrations (mg/l)  N03-N  1,100,000  2.06 TKN  462,000  0.86 TP  283,000  0.53 TSS  63,600,000  118  METHODS  In the period from January 1, 2001 to December 31, 2001, the Illinois River sampling followed the following protocol. Base flow grab samples were taken every two weeks using the automatic sampler. Storm flow-weighted composite samples were taken during all storm events. Sampling was initiated when the river stage exceeded the trigger level of 5 feet.  Flow-weighted composite samples were taken by causing the sampler to collect a single discrete sample for every four million cubic feet of water that passed the bridge. These discrete samples were collected once per day and composited by taking equal volumes from each discrete and combining them to form a single sample. Flow-weighted composite samples were taken from trigger level to trigger level of all storm events where the river stage was above the trigger for at least twelve hours. All samples were collected within twenty-four hours of being taken.  All samples were analyzed for nitrate nitrogen (NO3-N), ammonia nitrogen (NH4-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP), ortho-phosphate (O-P) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.  Calendar year pollutants loads and mean concentrations were calculated from the collected data. USGS stage and discharge data in thirty-minute intervals was used to calculate thirty-minute total volumes. Each volume was assigned a pollutant concentration. The pollutant concentrations were assigned by applying the results of grab samples between storm trigger levels and the results of storm water samples above trigger levels. All concentration data were assigned to the time periods from half way to the previous sample to half way to the subsequent sample except the first and last of a storm or base flow period which were assigned to the start or end of the period. Thirty-minute loads were calculated by multiplying thirty-minute volumes by their assigned concentrations. The yearly loads were calculated by summing the thirty-minute loads during the calendar year. Yearly mean concentrations were calculated by dividing the yearly load by the yearly volume.   4In addition to the above sampling for load determination, the AWRC in conjunction with the USGS conducted cross-section sampling to determine the relationship between auto-sampler concentrations and cross-section concentrations. The USGS collected evenly weighted integrated (EWI) cross section samples at the same time AWRC collected discrete auto-samples. All samples were transported and analyzed by the AWRC Water Quality Lab. Five storm-flow paired samples were taken and compared during the year.  RESULTS  In the period from January 1, 2001 to December 31, 2001, there twenty-five composite storm samples and twenty-six base-flow grab samples collected, analyzed and used to calculate loads. These results are summarized in Table 5 and Figure 1.  Table 6. Results for Illinois River at AR59 for Calendar Year 2001  Pollutant  Total Discharge (m3/yr)  532,000,000 Total Load (kg/yr) Average Discharge (m3/s)  16.9 Mean Concentrations (mg/l)  N03-N  1,520,000  2.86 TKN  447,000  0.84 TP  256,000  0.48 TSS  70,800,000  133  Figure 1. Recorded stage and measured concentration for 2001 ILLINOIS RIVERHIGHWAY 59200105101520Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecDATESTAGE (ft), CONCENTRATION (mg/l)050010001500200025003000TSS (mg/l)STAGENO3-NT-PTKNTSS  5Figure 2. Trends in mean discharge and mean concentrations D IS C H A R G E  A N D  M E A N  C O N C E N T R A T IO N  T R E N D S00 .511 .522 .533 .544 .551 99 6 1 99 7 19 9 8 1 9 9 9 2 0 0 0 2 0 01 2 00 2Y E A RMEAN CONCENTRATION (mg/l)010 020 030 040 050 060 070 080 0TSS MEAN CONCENTRATION (mg/l), AVERAGE DISCHARGE (cfs)N O 3 -NT -PT K ND isch a rg eT S S Figure 3. Comparison of auto-sampler concentrations to EWI cross-section concentrations of TSSUSGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER010020030040050060070080090010000 2 4 6 8 10 12 14 16STAGE (ft)TSS (mg/l)tss awrctss usgs     6Figure 4. Regression of log TSS concentrations AWRC vs. USGS.                         USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVERy = 0.8989xR2 = 0.842900.511.522.533.540 0.5 1 1.5 2 2.5 3 3.5 4log USGS TSSlog AWRC TSSlog awrc-tssLinear (log awrc-tss)   Figure 5. Comparison of auto-sampler concentrations to EWI cross-section concentrations of T-P USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER0.00.51.01.52.02.50 2 4 6 8 10 12 14 16STAGE (ft)T-P (mg/l)t-p awrct-p usgs  7  Figure 6. Regression of log T-P concentrations AWRC vs. USGS. USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER y = 1.0135xR2 = 0.7943-1-0.8-0.6-0.4-0.200.20.40.60.81-1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1log USGS T-Plog AWRC T-Plog awrc-tpLinear (log awrc-tp)   DISCUSSION  The loads that were calculated for the year 2001 should be considered a very reliable estimate of the actual loads in the Illinois River in Arkansas.  There were no gaps in the discharge data and all storm events were sampled adequately.  Results from five years water quality monitoring for total phosphorus are summarized as mean concentrations in figure 7.  The mean concentrations were determined by dividing the annual load by the annual discharge. Shown are the base flow, storm flow and combined concentrations. Base flow concentrations represent the phosphorus load determined when the river stage was below five feet divided by the total discharge that occurred when the river stage was below five feet. Storm flow concentrations are loads divided by discharge above five feet. The combined flow concentration is the total load divided by the total discharge. Shown also in figure 7 are the linear regression trends of the mean concentrations. These results show an increasing trend in base flow and storm flow concentrations. The regressions indicate that base flow concentrations are increasing 0.02 mg/l per year and that storm flow concentrations are increasing 0.1mg/l per year. This indicates that non-point source contributions to phosphorus in the watershed may be increasing at a much faster rate than are point source contributions.        8 Figure 7. Trends in mean T-P concentrations for base flow and storm flow. concentrations T-Py = 0.017x - 33.723y = 0.053x - 105.53y = 0.099x - 197.360.000.100.200.300.400.500.600.700.801996 1997 1998 1999 2000 2001 2002mg/lstorm flowcombined flowbase flow     A source of error in the use of automatic samplers to collect samples is that the sampler may take samples that are not representative of the cross-section. In an effort to determine the possible error, beginning in 1998, the USGS began taking samples that represent the entire cross-section (EWI samples) at the same time the autosampler was taking samples. Results from those samples indicate that the auto samples may be overestimating TSS by 10% and underestimating concentrations of total phosphorus by 1% (see Figure 4 and 6). Figures 3 and 5 indicate that this relationship is not consistent at all flows with the low and high stages showing similar results and intermediate stages showing greater variation. This may be a result of not sampling at exactly the same time during a period when concentrations are changing rapidly. With this noted inconsistency, it is not recommended that concentrations from autosampler samples be adjusted using the determined relationships.    9 10REFERENCES  Nelson, M.A., T.S. Soerens, J. Spooner “Results of Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads”, Proceedings of the Water Environment Federation WEFTEK Conference, New Orleans, LA, 1999 . Nelson, M.A., T.S. Soerens “1997 Pollutant Loads At. Arkansas Highway 59 Bridge” Presented at Arkansas-Oklahoma Arkansas River Compact Commission Meeting, September 1998.  Nelson, M.A., T.S. Soerens “1998 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 1999.  Nelson, M.A., T.S. Soerens “1999 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2000.  Nelson, M.A., T.S. Soerens “2000 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2001.  Nelson, M.A., T.S. Soerens, J. Spooner “ Preliminary Results of Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads”, Presented at ASCE Watershed Management Conference, Memphis, TN, 1998.  Nelson, M.A., T.S. Soerens and D.G. Parker “Phosphorus Transport in the Illinois River: Preliminary Results of Intensive Sampling" Proceedings of the Arkansas Water Resource Center Annual Conference, 1998.  Parker, D.G., R. Williams and E.Teague “Illinois River Water Quality Automatic Sampler Installation” Arkansas Water Resource Center Miscellaneous publication 0227, 1997.  Nelson, M.A., T.S. Soerens, J. Spooner “Investigation of Optimum Sample Number and Timing for Determining Storm Water Pollutant Loads Year [1998 and 1999}”, Arkansas Water Resources Center Annual Report 1999-2000, August 2001.   

Illinois River 2001 Pollutant Loads At Arkansas Highway 59 Bridge

UARK (University of Arkansas )

University of Arkansas, Fayetteville ScholarWorks@UARK Technical Reports Arkansas Water Resources Center 9-1-2002 Illinois River 2001 Pollutant Loads At Arkansas Highway 59 Bridge Marc A. Nelson University of Arkansas, Fayetteville Thomas S. Soerens University of Arkansas, Fayetteville Follow this and additional works at: https://scholarworks.uark.edu/awrctr  Part of the Fresh Water Studies Commons, and the Water Resource Management Commons Citation Nelson, Marc A. and Soerens, Thomas S.. 2002. Illinois River 2001 Pollutant Loads At Arkansas Highway 59 Bridge. Arkansas Water Resources Center, Fayetteville, AR. MSC305. 10 https://scholarworks.uark.edu/awrctr/115 This Technical Report is brought to you for free and open access by the Arkansas Water Resources Center at ScholarWorks@UARK. It has been accepted for inclusion in Technical Reports by an authorized administrator of ScholarWorks@UARK. For more information, please contact scholar@uark.edu.   Arkansas Water  Resources Center    ILLINOIS RIVER 2001 POLLUTANT LOADS AT ARKANSAS HIGHWAY 59 BRIDGE    Submitted to the Arkansas Soil and Water Conservation Commission   By   Marc A. Nelson, Arkansas Water Resources Center Water Quality Laboratory and Thomas S. Soerens  Department of Civil Engineering University of Arkansas, Fayetteville, Arkansas 72701         September 2002  Publication No. MSC-305  Arkansas Water Resources Center 112 Ozark Hall University of Arkansas Fayetteville, Arkansas 72701  ILLINOIS RIVER 2001 POLLUTANT LOADS At Arkansas Highway 59 Bridge  Submitted to the Arkansas Soil and Water Conservation Commission and the Arkansas – Oklahoma Arkansas River Compact Commission  By  Marc A. Nelson Ph.D., P.E. Arkansas Water Resource Center  Thomas S. Soerens Ph.D., P.E. Department of Civil Engineering   University of Arkansas Fayetteville, Arkansas  September 2002  SUMMARY  Results for Illinois River at AR59 for Calendar Year 2001  Pollutant  Total Discharge (m3/yr)  532,000,000 Total Load (kg/yr) Average Discharge (m3/s)  16.9 Mean Concentrations (mg/l)  N03-N  1,520,000  2.86 TKN  447,000  0.84 TP  256,000  0.48 TSS  70,800,000  133 • Comparison between the loads and discharge calculated for 1999 to those in 2000 indicate decreases in discharge, nitrates, TKN and TSS but an increase in total phosphorus.  Comparison between 1997, 1998, 1999, 2000 and 2001 loads  Parameter  1997 Loads  1998 Loads  1999 Loads  2000 Loads  2001 Loads Discharge (m3) 458,460,000  588,000,000   635,000,000  536,000,000   532,000,000  N03-N (kg/yr)   1,020,000    1,390,000  1,560,000  1,100,000  1,520,000 TKN (kg/yr)      301,000       481,000  514,000  462,000  447,000 TP (kg/yr)      127,000       232,000  267,000  283,000  256,000 TSS (kg/yr) 18,400,000  72,600,000  77,100,000  63,600,000  70,800,000 • Comparison between flow-weighted mean concentrations for 1997,1998, 1999, 2000 and 2001 indicate increasing concentrations for all parameters except a slight decrease in TKN and TP concentrations between 2000 and 2001.   Comparison between 1997, 1998, 1999, 2000 and 2001 flow-weighted mean concentrations  Parameter  1997 Mean Concentrations (mg/l)  1998 Mean Concentrations  (mg/l) 1999 Mean Concentrations  (mg/l) 2000 Mean Concentrations  (mg/l) 2001 Mean Concentrations  (mg/l) N03-N 2.24 2.37 2.45 2.06 2.86 TKN 0.66 0.82 0.81 0.86 0.84 TP 0.28 0.39 0.42 0.53 0.48 TSS 40 123 121 118 133 • A total of 49 water samples were collected and analyzed in 2001. • All significant storm events were sampled during the year.         1INTRODUCTION  Automatic water samplers and a U. S. Geological Survey gauging station were established in 1995 on the main stem of the Illinois River at the Arkansas Highway 59 Bridge.  Since that time, continuous stage and discharge measurements and water quality sampling have been used to determine pollutant concentrations and loads in the Arkansas portion of the Illinois River. This report represents the results from the measurement and sampling for January 1, 2001 to December 31, 2001.  PREVIOUS RESULTS  In the fall of 1995, a gauge was installed at the Highway 59 bridge by the USGS and automatic sampling equipment was installed by the Arkansas Water Resource Center. In September 1995, sampling was begun on the Illinois River. Grab samples were taken every week and storms were sampled using an automatic sampler set to take samples every 4 hours.  During the period from September 13, 1995 to September 15, 1996 one hundred thirty seven grab samples and discrete storm samples were collected and analyzed. Table 1 summarizes the results from that study (Parker et al, 1997).   Table 1. Results from 1996 study period (Parker et al, 1997)  Nutrients  Total Discharge (m3/yr)  300,775,680 Total Load (kg/yr) Average Discharge (m3/s) 9.5 Average  Flow Weighted  Concentrations (mg/l)  N03-N  550,000  2.0 NH3-N  8,530  0.031 TKN  201,000  0.74 TP  89,900  0.29 TSS  27,000,000  89 TOC  1,130,000  4.2  Sampling was discontinued on September 15, 1996 and no water quality samples were taken between September 15, 1996 and November 1, 1996. Stage and discharge was still recorded for this period, however, no loads were calculated. Water quality sampling was resumed on November 1, 1996. The sampling protocol was changed to collection of grab samples every two weeks and flow-weighted storm composite samples.  Between November 1, 1996 and December 31, 1996 a total of four grab samples and one storm composite sample were collected and analyzed. Stage and discharge were recorded.  During the period from January 1, 1997 to October 15, 1997, there were twenty-six grab samples and twenty-five storm composite samples collected and analyzed using the same protocol. During the period from October 15, 1997 to December 31, 1997, the sampling protocol was changed to taking grab samples every two or three days and taking discrete storm samples every thirty or sixty minutes. In this period, there were twenty-four grab samples and one hundred and forty storm discrete samples collected and analyzed. The loads and mean concentrations for 1997 calculated using these samples are summarized in Table 2.  Table 2. Results from 1997-study period (Nelson and Soerens, 1998).  Pollutant  Total Discharge (m3/yr) 458,460,000 Total Load (kg/yr) Average Discharge (m3/s) 14.5 Mean Concentrations (mg/l) N03-N  1,020,000  2.24 TKN  301,000  0.66 TP  127,000  0.28 TSS  18,400,000  40.2   2  In the periods from January 1, 1998 to May 15, 1998 and November 1, 1998 to December 31, 1998, the Illinois River sampling was supplemented by sampling from another research project. That project, sponsored by the USGS Water Resource Institute Program, was titled “Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads” by Marc Nelson, Thomas Soerens and Jean Spooner. The sampling protocol for that project consisted of taking grab samples every two days and discrete storm water samples at thirty-minute intervals on the rising limb and sixty-minute intervals on the falling limb of storm hydrographs. Storm water sampling was begun at a variable trigger level set to the current stage plus ten percent and adjusted every two days. After the first thirty-six hours of each storm, sample times were increased to from four to twenty-four hours until the stage fell below the initial trigger. All samples were collected within twenty-four hours.  All samples were analyzed for nitrate nitrogen (NO3-N), ammonia nitrogen (NH4-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP), ortho phosphate (O-P) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.   In the period from May 16, 1998 to October 31, 1998, the sampling protocol was changed back to the collection of grab samples every two weeks and flow-weighted composite samples during storms. Storms were defined as all flows above a five-foot trigger level.  Once stage had risen above the trigger, a USGS programmable data logger began summing the volume of water discharged. Once a determined amount of water had been discharged, the data logger sent a signal to an automatic water sampler that filled one of twenty-four one-liter bottles. The total was then reset to zero and discharge was again summed for the next sample. In this fashion up to twenty-four samples, each representing an equal volume of storm water was collected. The volume of water represented by each individual sample was eight million cubic feet. These samples were retrieved before all twenty-four bottles were filled, or within 48 hours after being taken. The individual samples were composited into a flow-weighted composite storm sample by combining equal volumes of each.  Samples were taken as long as the stage remained above the trigger level. All samples were analyzed for nitrate nitrogen (NO3-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.     In the period from January 1, 1998 to December 31, 1998, there were four hundred and forty nine samples collected and analyzed. These results are summarized in Table 3.  Table 3. Results from 1998-study period (Nelson and Soerens, 1999).  Pollutant  Total Discharge (m3/yr)  588,000,000 Total Load (kg/yr) Average Discharge (m3/s)  18.6 Mean Concentrations (mg/l)  N03-N  1,390,000  2.37 TKN  481,000  0.82 TP  232,000  0.39 TSS  72,600,000  123.5   In the period from January 1, 1999 to December 31, 1999, there were three hundred and sixty nine samples collected and analyzed. These results are summarized in Table 4.        3 Table 4. Results from the 1999 study period (Nelson and Soerens, 2000)  Pollutant  Total Discharge (m3/yr)  635,000,000 Total Load (kg/yr) Average Discharge (m3/s)  20.0 Mean Concentrations (mg/l)  N03-N  1,560,000  2.45 TKN  514,000  0.81 TP  267,000  0.42 TSS  77,100,000  121  In the period from January 1, 2000 to December 31, 2000, there were fifty-one samples collected and analyzed. These results are summarized in Table 5.   Table 5. Results for Illinois River at AR59 for Calendar Year 2000 (Nelson and Soerens, 2001).  Pollutant  Total Discharge (m3/yr)  536,000,000 Total Load (kg/yr) Average Discharge (m3/s)  17 Mean Concentrations (mg/l)  N03-N  1,100,000  2.06 TKN  462,000  0.86 TP  283,000  0.53 TSS  63,600,000  118  METHODS  In the period from January 1, 2001 to December 31, 2001, the Illinois River sampling followed the following protocol. Base flow grab samples were taken every two weeks using the automatic sampler. Storm flow-weighted composite samples were taken during all storm events. Sampling was initiated when the river stage exceeded the trigger level of 5 feet.  Flow-weighted composite samples were taken by causing the sampler to collect a single discrete sample for every four million cubic feet of water that passed the bridge. These discrete samples were collected once per day and composited by taking equal volumes from each discrete and combining them to form a single sample. Flow-weighted composite samples were taken from trigger level to trigger level of all storm events where the river stage was above the trigger for at least twelve hours. All samples were collected within twenty-four hours of being taken.  All samples were analyzed for nitrate nitrogen (NO3-N), ammonia nitrogen (NH4-N), total Kjeldahl nitrogen (TKN), total phosphorus (TP), ortho-phosphate (O-P) and total suspended solids (TSS). AWRC Field Services personnel collected all samples and all samples were analyzed by the AWRC Water Quality Lab using standard field and laboratory QA/QC procedures.  Calendar year pollutants loads and mean concentrations were calculated from the collected data. USGS stage and discharge data in thirty-minute intervals was used to calculate thirty-minute total volumes. Each volume was assigned a pollutant concentration. The pollutant concentrations were assigned by applying the results of grab samples between storm trigger levels and the results of storm water samples above trigger levels. All concentration data were assigned to the time periods from half way to the previous sample to half way to the subsequent sample except the first and last of a storm or base flow period which were assigned to the start or end of the period. Thirty-minute loads were calculated by multiplying thirty-minute volumes by their assigned concentrations. The yearly loads were calculated by summing the thirty-minute loads during the calendar year. Yearly mean concentrations were calculated by dividing the yearly load by the yearly volume.   4In addition to the above sampling for load determination, the AWRC in conjunction with the USGS conducted cross-section sampling to determine the relationship between auto-sampler concentrations and cross-section concentrations. The USGS collected evenly weighted integrated (EWI) cross section samples at the same time AWRC collected discrete auto-samples. All samples were transported and analyzed by the AWRC Water Quality Lab. Five storm-flow paired samples were taken and compared during the year.  RESULTS  In the period from January 1, 2001 to December 31, 2001, there twenty-five composite storm samples and twenty-six base-flow grab samples collected, analyzed and used to calculate loads. These results are summarized in Table 5 and Figure 1.  Table 6. Results for Illinois River at AR59 for Calendar Year 2001  Pollutant  Total Discharge (m3/yr)  532,000,000 Total Load (kg/yr) Average Discharge (m3/s)  16.9 Mean Concentrations (mg/l)  N03-N  1,520,000  2.86 TKN  447,000  0.84 TP  256,000  0.48 TSS  70,800,000  133  Figure 1. Recorded stage and measured concentration for 2001 ILLINOIS RIVERHIGHWAY 59200105101520Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecDATESTAGE (ft), CONCENTRATION (mg/l)050010001500200025003000TSS (mg/l)STAGENO3-NT-PTKNTSS  5Figure 2. Trends in mean discharge and mean concentrations D IS C H A R G E  A N D  M E A N  C O N C E N T R A T IO N  T R E N D S00 .511 .522 .533 .544 .551 99 6 1 99 7 19 9 8 1 9 9 9 2 0 0 0 2 0 01 2 00 2Y E A RMEAN CONCENTRATION (mg/l)010 020 030 040 050 060 070 080 0TSS MEAN CONCENTRATION (mg/l), AVERAGE DISCHARGE (cfs)N O 3 -NT -PT K ND isch a rg eT S S Figure 3. Comparison of auto-sampler concentrations to EWI cross-section concentrations of TSSUSGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER010020030040050060070080090010000 2 4 6 8 10 12 14 16STAGE (ft)TSS (mg/l)tss awrctss usgs     6Figure 4. Regression of log TSS concentrations AWRC vs. USGS.                         USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVERy = 0.8989xR2 = 0.842900.511.522.533.540 0.5 1 1.5 2 2.5 3 3.5 4log USGS TSSlog AWRC TSSlog awrc-tssLinear (log awrc-tss)   Figure 5. Comparison of auto-sampler concentrations to EWI cross-section concentrations of T-P USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER0.00.51.01.52.02.50 2 4 6 8 10 12 14 16STAGE (ft)T-P (mg/l)t-p awrct-p usgs  7  Figure 6. Regression of log T-P concentrations AWRC vs. USGS. USGS / AWRCCROSS-SECTION / AUTOSAMPLER COMPARISONILLINOIS RIVER y = 1.0135xR2 = 0.7943-1-0.8-0.6-0.4-0.200.20.40.60.81-1 -0.8 -0.6 -0.4 -0.2 0 0.2 0.4 0.6 0.8 1log USGS T-Plog AWRC T-Plog awrc-tpLinear (log awrc-tp)   DISCUSSION  The loads that were calculated for the year 2001 should be considered a very reliable estimate of the actual loads in the Illinois River in Arkansas.  There were no gaps in the discharge data and all storm events were sampled adequately.  Results from five years water quality monitoring for total phosphorus are summarized as mean concentrations in figure 7.  The mean concentrations were determined by dividing the annual load by the annual discharge. Shown are the base flow, storm flow and combined concentrations. Base flow concentrations represent the phosphorus load determined when the river stage was below five feet divided by the total discharge that occurred when the river stage was below five feet. Storm flow concentrations are loads divided by discharge above five feet. The combined flow concentration is the total load divided by the total discharge. Shown also in figure 7 are the linear regression trends of the mean concentrations. These results show an increasing trend in base flow and storm flow concentrations. The regressions indicate that base flow concentrations are increasing 0.02 mg/l per year and that storm flow concentrations are increasing 0.1mg/l per year. This indicates that non-point source contributions to phosphorus in the watershed may be increasing at a much faster rate than are point source contributions.        8 Figure 7. Trends in mean T-P concentrations for base flow and storm flow. concentrations T-Py = 0.017x - 33.723y = 0.053x - 105.53y = 0.099x - 197.360.000.100.200.300.400.500.600.700.801996 1997 1998 1999 2000 2001 2002mg/lstorm flowcombined flowbase flow     A source of error in the use of automatic samplers to collect samples is that the sampler may take samples that are not representative of the cross-section. In an effort to determine the possible error, beginning in 1998, the USGS began taking samples that represent the entire cross-section (EWI samples) at the same time the autosampler was taking samples. Results from those samples indicate that the auto samples may be overestimating TSS by 10% and underestimating concentrations of total phosphorus by 1% (see Figure 4 and 6). Figures 3 and 5 indicate that this relationship is not consistent at all flows with the low and high stages showing similar results and intermediate stages showing greater variation. This may be a result of not sampling at exactly the same time during a period when concentrations are changing rapidly. With this noted inconsistency, it is not recommended that concentrations from autosampler samples be adjusted using the determined relationships.    9 10REFERENCES  Nelson, M.A., T.S. Soerens, J. Spooner “Results of Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads”, Proceedings of the Water Environment Federation WEFTEK Conference, New Orleans, LA, 1999 . Nelson, M.A., T.S. Soerens “1997 Pollutant Loads At. Arkansas Highway 59 Bridge” Presented at Arkansas-Oklahoma Arkansas River Compact Commission Meeting, September 1998.  Nelson, M.A., T.S. Soerens “1998 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 1999.  Nelson, M.A., T.S. Soerens “1999 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2000.  Nelson, M.A., T.S. Soerens “2000 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2001.  Nelson, M.A., T.S. Soerens, J. Spooner “ Preliminary Results of Investigation of Optimum Sample Interval for Determining Storm Water Pollutant Loads”, Presented at ASCE Watershed Management Conference, Memphis, TN, 1998.  Nelson, M.A., T.S. Soerens and D.G. Parker “Phosphorus Transport in the Illinois River: Preliminary Results of Intensive Sampling" Proceedings of the Arkansas Water Resource Center Annual Conference, 1998.  Parker, D.G., R. Williams and E.Teague “Illinois River Water Quality Automatic Sampler Installation” Arkansas Water Resource Center Miscellaneous publication 0227, 1997.  Nelson, M.A., T.S. Soerens, J. Spooner “Investigation of Optimum Sample Number and Timing for Determining Storm Water Pollutant Loads Year [1998 and 1999}”, Arkansas Water Resources Center Annual Report 1999-2000, August 2001.   

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Illinois River 2001 Pollutant Loads At Arkansas Highway 59 Bridge

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