An automatic sampler and a USGS gauging station were established in 1998 and water quality sampling was begun in 1999 on the Kings River near Berryville, Arkansas. Continuous stage and discharge measurements and frequent water quality sampling have been used to determine pollutant concentrations and loads in the river. This report presents the results from the sampling and analysis for January 1, 2004 to December 31, 2004

Cash, L. Wade

Nelson, Marc A.

Purtle, Jennifer

Trost, Keith

English

ScholarWorks@UARK

University of Arkansas, FayettevilleScholarWorks@UARKTechnical Reports Arkansas Water Resources Center6-1-20052004 Pollutant Loads Kings River Near Berryville,ArkansasMarc A. NelsonL. Wade CashKeith TrostJennifer PurtleFollow 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.; Cash, L. Wade; Trost, Keith; and Purtle, Jennifer. 2005. 2004 Pollutant Loads Kings River Near Berryville, Arkansas.Arkansas Water Resources Center, Fayetteville, AR. MSC326. 13  Arkansas Water  Resources Center    2004 POLLUTANT LOADS KINGS RIVER NEAR BERRYVILLE, ARKANSAS   Submitted to the  Arkansas Soil and Water Conservation Commission   By Marc A. Nelson, Ph.D., P.E. L. Wade Cash, Research Specialist Keith Trost, Research Associate And Jennifer Purtle, Research Assistant Arkansas Water Resource Center Water Quality Lab University of Arkansas Fayetteville, Arkansas  June 2005  Publication No. MSC-326    Arkansas Water Resources Center 112 Ozark Hall University of Arkansas Fayetteville, Arkansas 72701        2004 Pollutant Loads Kings River near Berryville, Arkansas   Submitted to the Arkansas Soil and Water Conservation Commission   Marc Nelson, Ph.D., P.E. L. Wade Cash, Research Specialist Keith Trost, Research Associate and Jennifer Purtle, Research Assistant Arkansas Water Resources Center  Water Quality Lab University of Arkansas Fayetteville, Arkansas      June 2005      INTRODUCTION  An automatic sampler and a USGS gauging station were established in 1998 and water quality sampling was begun in 1999 on the Kings River near Berryville, Arkansas.  Continuous stage and discharge measurements and frequent water quality sampling have been used to determine pollutant concentrations and loads in the river.  This report presents the results from the sampling and analysis for January 1, 2004 to December 31, 2004.   BACKGROUND  In 1999, water quality sampling was begun at a new site established on the Kings River in the White River basin.  The Kings River flows into Table Rock Lake at the Missouri border and the river basin contains forested and agricultural land and the wastewater from Berryville, Arkansas.  USGS installed a stage gauge and developed a stage-discharge relationship for the site.  The site is at “Lat 3625'36", long 9337'15", in SE1/4NE1/4 sec.3, T.20 N., R.25 W., Carroll County, Hydrologic Unit 11010001, on right bank at downstream side of bridge on State Highway 143, 1.5 mi downstream from Bee Creek, 2.5 mi upstream from Clabber Creek, 5.3 mi northwest of Berryville, and at mile 35.1” (from USGS web site).  Figure 1 shows a map of the site.  Figure 1.  Map of Kings River Sampling site  SamplinglocationTable RockLake   2METHODS    The sampler was configured to take flow-weighted composite samples. The sampler was set to begin sampling when the stage rose above a set trigger level of five feet. It took a discrete sample after a fixed volume of water (8,000,000 cubic feet) passed. The discrete samples were composited by combining equal volumes of each into a single composite sample for analysis. The discrete samples were collected for compositing within forty-eight hours after the first sample. All storms were sampled in this manner as long as the stage was above the trigger level. Grab samples were taken every two weeks. The data collected at this site was used to calculate total pollutant loads and mean concentrations for the year.  All samples were analyzed for Nitrate Nitrogen (NO3-N), Ammonia Nitrogen (NH4-N), Total Nitrogen (TN), Total Phosphorus (TP), Soluble Reactive Phosphate (SRP), Sulfate (SO4), Chloride (Cl), 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.  Pollutant loads and mean concentrations were calculated by multiplying the concentration for each 30-minute period times the discharge during that period.  Pollutant concentrations were assigned to each time period by taking the measured concentration and applying it from half way to the previous sample to half way to the subsequent sample.  The yearly load is the sum of all the loads for all the time periods.  The yearly mean concentrations were calculated by dividing the yearly load by the yearly discharge.    A total of 26 grab samples and 7 storm composite samples were collected, analyzed and used for load determination at this site in calendar year 2004. In addition, 4 field blanks, 4 field duplicates and 3 USGS/AWRC paired samples were collected, analyzed and used for QA/QC. The stage and determined concentrations are illustrated in figure 2.  Figure 2. 2004 Stage and Concentrations.   Kings RIVERHIGHWAY 59200405101520253035Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecDATESTAGE (ft), CONCENTRATION (mg/l)0.000100.000200.000300.000400.000500.000600.000700.000800.000900.0001000.000TSS (mg/l)STAGENO3-NT-PNH4TKNPO4TSS        3RESULTS  The 2004 calculated loads and flow-weighted mean concentrations are shown in Table 1.  Table 1.  Kings River near Berryville 2004 Loads and Mean Concentrations Parameter  Total Load (kg/yr) Mean concentration (mg/L) Discharge (m3/yr) 535,880,146 600 (cfs) SO4 3,167,502 5.91 Cl- 3,196,705 5.97 N03-N 336,492 0.63 TP 132,436 0.25 NH4+-N 14,537 0.03 TKN 373,566 0.70 PO42--P 25,171 0.05 TSS 65,666,970 123   Table 2. Loads for all parameters  Parameter  1999 Loads  2000 Loads  2001 Loads 2002 Loads 2003 Loads 2004 Loads Discharge (m3) 477,590,619 285,535,630 332,293,424 582,849,012  213,724,326 535,880,146 N03-N (kg/yr) 401,729 250,132 479,272 432,143 154,168 336,492 TP (kg/yr) 153,786 102,332 108,473 180,203 40,230 132,436 NH4+-N (kg/yr) 12,997 10,968 17,316 20,936 3,927 14,537 TKN (kg/yr) 348,376 210,601 226,891 401,495 106,926 373,566 PO4 P (kg/yr) 47,914 47,106 34,984 44,767 13,383 25,171 TSS (kg/yr) 79,598,491 35,645,367 36,818,561 63,146,716 13,840,392 65,666,970 SO4 (kg/yr) 1,804,599 1,737,722 2,100,924 4,960,436 1,307,889 3,167,502 Cl- (kg/yr) 2,608,416 1,464,226 1,791,831 2,383,729 1,025,241 3,196,705  4 Table 3 Flow-weighted Mean concentrations.  Parameter  1999 mean concentrations  2000 mean concentrations  2001 mean concentrations 2002 mean concentrations 2003 mean concentrations 2004 mean concentrations Discharge (cfs) 535 320 372 653   239  600  N03-N (mg/l) 0.84 0.88 1.44 0.74 0.72 0.63 TP (mg/l) 0.32 0.36 0.33 0.31 0.19 0.25 NH4+-N (mg/l) 0.03 0.04 0.05 0.04 0.02 0.03 TKN (mg/l) 0.73 0.74 0.68 0.69 0.50 0.70 PO4 P (mg/l) 0.10 0.16 0.11 0.08 0.06 0.05 TSS (mg/l) 167 125 111 108 64.76 123 SO4 (mg/l) 3.78 6.09 6.32 8.51 6.12 5.91 Cl- (mg/l) 5.46 5.13 5.39 4.09 4.80 5.97  During the year, there were portions of 4 storm events that were not sampled due to equipment malfunctions. The concentrations during this period were estimated using the stage / concentration regression relationships for two storms and average values from grabs for the other two storms.  These relationships were determined from intensive discrete storm sampling in 1999 and 2000. The equations used are listed in table 4.  Table 4. Regression equations determined from discrete storm samples Parameter Regression equation Regression coefficient Nitrate-N y = -0.0139x + 0.9438 R2 = 0.0109 Total Phosphorus y = 0.0965x - 0.1158 R2 = 0.2415 Ammonia-N y = -0.0004x + 0.0275 R2 = 0.0011 TKN y = 0.26x - 0.4359 R2 = 0.2962 Phosphate-P y = 0.0116x + 0.1771 R2= 0.1433 TSS y = 97.54x – 333.16 R2 = 0.4361 SO4 y = -0.2865 + 4.9888 R2 = 0.4551 Cl- y = - 0.1864 + 6.8752 R2 = 0.3082  DISCUSSION  Phosphorus concentrations have decreased significantly in the watershed since monitoring began. The base-flow concentration has decreased consistently from a high of 0.29 mg/l to the 2004 value of 0.09 mg/l as shown in figure 4. This improvement may be the result of improved phosphorus removal by the Berryville WWTP. Storm loads closely track the total annual discharge and don’t exhibit any significant trends as shown in figure 5.        5Figure 4 Base-flow concentration trends. Kings River  near Grandviewphosphorus base-flow concentration00.050.10.150.20.250.30.351998 1999 2000 2001 2002 2003 2004 2005p base conc. (mg/l)  Figure 5 Storm-flow load trends Kings River  near Grandviewphosphorus storm-flow loads00.20.40.60.811.21998 1999 2000 2001 2002 2003 2004 20050100000000200000000300000000400000000500000000600000000700000000p storm load (kg/ha)DISCHARGE (m3)  The loads and concentrations developed for the Kings River can be compared to loads and concentrations developed in other watersheds in Northwest Arkansas. Six other watersheds have been monitored using the same monitoring and load calculation protocols. The only differences between the protocols are that trigger levels and storm composite sample volumes are different for each site. This means that the distinction between storm and base flows (defined here as the trigger level) may be relatively different at each site.   The results for the seven watersheds are summarized in Table 5 and Figure 6. The table and figure show TSS and phosphorus total annual storm-flow loads per watershed acre, as base-flow loads per watershed acre and as base-flow concentrations. Normalizing storm and base-flow loads to a per acre basis allows comparison between watersheds of differing sizes. The total loads indicate the mass of TSS or P that are being transported to a receiving water body. Storm loads per acre may be used to represent relative impacts from non-point sources. The Kings River watershed has average TSS loads compared to the others and most of the TSS is transported during storm events. The P load for the Kings is significantly lower than the other watersheds with the primary difference during storm events.   6 The base-flow concentrations show relative levels of TSS and P that are impacting in-stream biological activity during most of the year. These are the values that are of greatest interest for determining impacts to in-stream macro invertebrate habitat and nuisance algae production. The base-flow concentration of T-P is consistent with the other watersheds that have point-source discharges by WWTPs (all except Moores Creek).  Table 5 Comparison of seven northwest Arkansas watersheds    Illinois River@ 59 Ballard Creek  Osage Creek@ 112 Moores Creek  West Fork White @ Wyman  Kings River@ 143 Hectares 148,930 7,106 8,988 1,000 30,563 103,603 136,497 YEARS of data 8 2 3 4 3 2 6 tss load (kg/ha) 374 303 764 838 454 576 360 tss load storm (kg/ha) 345 232 702 781 433 514 333 tss load base (kg/ha) 29 72 62 57 22 62 27 tss conc. base (mg/l) 18 17 40 18 19 39 20 p load (kg/ha) 1.45 1.69 1.54 2.80 1.06 1.69 0.88 p storm load (kg/ha) 1.06 1.04 1.23 2.22 1.04 1.26 0.63 p load base (kg/ha) 0.39 0.66 0.30 0.58 0.02 0.44 0.24 p base conc. (mg/l) 0.23 0.16 0.19 0.17 0.02 0.24 0.20 Total Nitrogen load (kg/ha) 10.80 17.54 19.54 7.72 3.89 4.62 4.54 NO3-N base conc. (mg/l) 2.43 2.62 3.59 2.20 0.34 0.55 0.85 DISCHARGE (m3/ha) 3,465 5,583 5,130 3,011 4,303 4,009 2,964            7Figure 6 Comparison of seven watersheds  TSS Storm and Base-Flow Annual Loads per Hectare0100200300400500600700800Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)       TSS mean concentration Base-flow051015202530354045Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l) 8Figure 6 (continued).  T-P Storm and Base-Flow  Annual Loads per Hectare0.00.20.40.60.81.01.21.4Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)       T-P mean concentration Base-flow0.000.050.100.150.200.250.30Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l)   9Figure 6 (continued).  Total Nitrogen Annual Loads per Hectare0.005.0010.0015.0020.0025.00Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)   Nitrate Nitrogen mean concentration Base-flow0.000.501.001.502.002.503.003.504.00Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l) 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 “2001 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2002.  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.  Nelson, M.A., T.S. Soreness, 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.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The Wyman Road Bridge On The White River, Final Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Illinois River2002 Pollutant Loads at the Arkansas Highway 59 Bridge” Arkansas Water Resources Center Publication, 2003.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2002 Annual Report” Arkansas Water Resources Center Publication, 2003.  11 Nelson, M.A., S. L. Diffin “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 112 Bridge On The Osage Creek, Final Report” Arkansas Water Resources Center Publication, 2003.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2002 Annual Report” Arkansas Water Resources Center Publication, 2003.  Parker, D. G, R. D. Williams, and H. D. Scott. 1996.  Watershed Prioritization Publication No MSC-204 Arkansas Water Resources Center. University of Arkansas. Fayetteville, Arkansas.  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., L.W. Cash “Illinois River 2003 Pollutant Loads at the Arkansas Highway 59 Bridge” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on Ballard Creek, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling , Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the West Fork, 2003 Annual Report” Arkansas Water Resources Center Publication , 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the White River at the 45 Bridge, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.   12 13Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on Ballard Creek, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the West Fork, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the White River at the 45 Bridge, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.   

2004 Pollutant Loads Kings River Near Berryville, Arkansas

UARK (University of Arkansas )

University of Arkansas, Fayetteville ScholarWorks@UARK Technical Reports Arkansas Water Resources Center 6-1-2005 2004 Pollutant Loads Kings River Near Berryville, Arkansas Marc A. Nelson L. Wade Cash Keith Trost Jennifer Purtle 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.; Cash, L. Wade; Trost, Keith; and Purtle, Jennifer. 2005. 2004 Pollutant Loads Kings River Near Berryville, Arkansas. Arkansas Water Resources Center, Fayetteville, AR. MSC326. 13 https://scholarworks.uark.edu/awrctr/51 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    2004 POLLUTANT LOADS KINGS RIVER NEAR BERRYVILLE, ARKANSAS   Submitted to the  Arkansas Soil and Water Conservation Commission   By Marc A. Nelson, Ph.D., P.E. L. Wade Cash, Research Specialist Keith Trost, Research Associate And Jennifer Purtle, Research Assistant Arkansas Water Resource Center Water Quality Lab University of Arkansas Fayetteville, Arkansas  June 2005  Publication No. MSC-326    Arkansas Water Resources Center 112 Ozark Hall University of Arkansas Fayetteville, Arkansas 72701        2004 Pollutant Loads Kings River near Berryville, Arkansas   Submitted to the Arkansas Soil and Water Conservation Commission   Marc Nelson, Ph.D., P.E. L. Wade Cash, Research Specialist Keith Trost, Research Associate and Jennifer Purtle, Research Assistant Arkansas Water Resources Center  Water Quality Lab University of Arkansas Fayetteville, Arkansas      June 2005      INTRODUCTION  An automatic sampler and a USGS gauging station were established in 1998 and water quality sampling was begun in 1999 on the Kings River near Berryville, Arkansas.  Continuous stage and discharge measurements and frequent water quality sampling have been used to determine pollutant concentrations and loads in the river.  This report presents the results from the sampling and analysis for January 1, 2004 to December 31, 2004.   BACKGROUND  In 1999, water quality sampling was begun at a new site established on the Kings River in the White River basin.  The Kings River flows into Table Rock Lake at the Missouri border and the river basin contains forested and agricultural land and the wastewater from Berryville, Arkansas.  USGS installed a stage gauge and developed a stage-discharge relationship for the site.  The site is at “Lat 3625'36", long 9337'15", in SE1/4NE1/4 sec.3, T.20 N., R.25 W., Carroll County, Hydrologic Unit 11010001, on right bank at downstream side of bridge on State Highway 143, 1.5 mi downstream from Bee Creek, 2.5 mi upstream from Clabber Creek, 5.3 mi northwest of Berryville, and at mile 35.1” (from USGS web site).  Figure 1 shows a map of the site.  Figure 1.  Map of Kings River Sampling site  SamplinglocationTable RockLake   2METHODS    The sampler was configured to take flow-weighted composite samples. The sampler was set to begin sampling when the stage rose above a set trigger level of five feet. It took a discrete sample after a fixed volume of water (8,000,000 cubic feet) passed. The discrete samples were composited by combining equal volumes of each into a single composite sample for analysis. The discrete samples were collected for compositing within forty-eight hours after the first sample. All storms were sampled in this manner as long as the stage was above the trigger level. Grab samples were taken every two weeks. The data collected at this site was used to calculate total pollutant loads and mean concentrations for the year.  All samples were analyzed for Nitrate Nitrogen (NO3-N), Ammonia Nitrogen (NH4-N), Total Nitrogen (TN), Total Phosphorus (TP), Soluble Reactive Phosphate (SRP), Sulfate (SO4), Chloride (Cl), 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.  Pollutant loads and mean concentrations were calculated by multiplying the concentration for each 30-minute period times the discharge during that period.  Pollutant concentrations were assigned to each time period by taking the measured concentration and applying it from half way to the previous sample to half way to the subsequent sample.  The yearly load is the sum of all the loads for all the time periods.  The yearly mean concentrations were calculated by dividing the yearly load by the yearly discharge.    A total of 26 grab samples and 7 storm composite samples were collected, analyzed and used for load determination at this site in calendar year 2004. In addition, 4 field blanks, 4 field duplicates and 3 USGS/AWRC paired samples were collected, analyzed and used for QA/QC. The stage and determined concentrations are illustrated in figure 2.  Figure 2. 2004 Stage and Concentrations.   Kings RIVERHIGHWAY 59200405101520253035Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov DecDATESTAGE (ft), CONCENTRATION (mg/l)0.000100.000200.000300.000400.000500.000600.000700.000800.000900.0001000.000TSS (mg/l)STAGENO3-NT-PNH4TKNPO4TSS        3RESULTS  The 2004 calculated loads and flow-weighted mean concentrations are shown in Table 1.  Table 1.  Kings River near Berryville 2004 Loads and Mean Concentrations Parameter  Total Load (kg/yr) Mean concentration (mg/L) Discharge (m3/yr) 535,880,146 600 (cfs) SO4 3,167,502 5.91 Cl- 3,196,705 5.97 N03-N 336,492 0.63 TP 132,436 0.25 NH4+-N 14,537 0.03 TKN 373,566 0.70 PO42--P 25,171 0.05 TSS 65,666,970 123   Table 2. Loads for all parameters  Parameter  1999 Loads  2000 Loads  2001 Loads 2002 Loads 2003 Loads 2004 Loads Discharge (m3) 477,590,619 285,535,630 332,293,424 582,849,012  213,724,326 535,880,146 N03-N (kg/yr) 401,729 250,132 479,272 432,143 154,168 336,492 TP (kg/yr) 153,786 102,332 108,473 180,203 40,230 132,436 NH4+-N (kg/yr) 12,997 10,968 17,316 20,936 3,927 14,537 TKN (kg/yr) 348,376 210,601 226,891 401,495 106,926 373,566 PO4 P (kg/yr) 47,914 47,106 34,984 44,767 13,383 25,171 TSS (kg/yr) 79,598,491 35,645,367 36,818,561 63,146,716 13,840,392 65,666,970 SO4 (kg/yr) 1,804,599 1,737,722 2,100,924 4,960,436 1,307,889 3,167,502 Cl- (kg/yr) 2,608,416 1,464,226 1,791,831 2,383,729 1,025,241 3,196,705  4 Table 3 Flow-weighted Mean concentrations.  Parameter  1999 mean concentrations  2000 mean concentrations  2001 mean concentrations 2002 mean concentrations 2003 mean concentrations 2004 mean concentrations Discharge (cfs) 535 320 372 653   239  600  N03-N (mg/l) 0.84 0.88 1.44 0.74 0.72 0.63 TP (mg/l) 0.32 0.36 0.33 0.31 0.19 0.25 NH4+-N (mg/l) 0.03 0.04 0.05 0.04 0.02 0.03 TKN (mg/l) 0.73 0.74 0.68 0.69 0.50 0.70 PO4 P (mg/l) 0.10 0.16 0.11 0.08 0.06 0.05 TSS (mg/l) 167 125 111 108 64.76 123 SO4 (mg/l) 3.78 6.09 6.32 8.51 6.12 5.91 Cl- (mg/l) 5.46 5.13 5.39 4.09 4.80 5.97  During the year, there were portions of 4 storm events that were not sampled due to equipment malfunctions. The concentrations during this period were estimated using the stage / concentration regression relationships for two storms and average values from grabs for the other two storms.  These relationships were determined from intensive discrete storm sampling in 1999 and 2000. The equations used are listed in table 4.  Table 4. Regression equations determined from discrete storm samples Parameter Regression equation Regression coefficient Nitrate-N y = -0.0139x + 0.9438 R2 = 0.0109 Total Phosphorus y = 0.0965x - 0.1158 R2 = 0.2415 Ammonia-N y = -0.0004x + 0.0275 R2 = 0.0011 TKN y = 0.26x - 0.4359 R2 = 0.2962 Phosphate-P y = 0.0116x + 0.1771 R2= 0.1433 TSS y = 97.54x – 333.16 R2 = 0.4361 SO4 y = -0.2865 + 4.9888 R2 = 0.4551 Cl- y = - 0.1864 + 6.8752 R2 = 0.3082  DISCUSSION  Phosphorus concentrations have decreased significantly in the watershed since monitoring began. The base-flow concentration has decreased consistently from a high of 0.29 mg/l to the 2004 value of 0.09 mg/l as shown in figure 4. This improvement may be the result of improved phosphorus removal by the Berryville WWTP. Storm loads closely track the total annual discharge and don’t exhibit any significant trends as shown in figure 5.        5Figure 4 Base-flow concentration trends. Kings River  near Grandviewphosphorus base-flow concentration00.050.10.150.20.250.30.351998 1999 2000 2001 2002 2003 2004 2005p base conc. (mg/l)  Figure 5 Storm-flow load trends Kings River  near Grandviewphosphorus storm-flow loads00.20.40.60.811.21998 1999 2000 2001 2002 2003 2004 20050100000000200000000300000000400000000500000000600000000700000000p storm load (kg/ha)DISCHARGE (m3)  The loads and concentrations developed for the Kings River can be compared to loads and concentrations developed in other watersheds in Northwest Arkansas. Six other watersheds have been monitored using the same monitoring and load calculation protocols. The only differences between the protocols are that trigger levels and storm composite sample volumes are different for each site. This means that the distinction between storm and base flows (defined here as the trigger level) may be relatively different at each site.   The results for the seven watersheds are summarized in Table 5 and Figure 6. The table and figure show TSS and phosphorus total annual storm-flow loads per watershed acre, as base-flow loads per watershed acre and as base-flow concentrations. Normalizing storm and base-flow loads to a per acre basis allows comparison between watersheds of differing sizes. The total loads indicate the mass of TSS or P that are being transported to a receiving water body. Storm loads per acre may be used to represent relative impacts from non-point sources. The Kings River watershed has average TSS loads compared to the others and most of the TSS is transported during storm events. The P load for the Kings is significantly lower than the other watersheds with the primary difference during storm events.   6 The base-flow concentrations show relative levels of TSS and P that are impacting in-stream biological activity during most of the year. These are the values that are of greatest interest for determining impacts to in-stream macro invertebrate habitat and nuisance algae production. The base-flow concentration of T-P is consistent with the other watersheds that have point-source discharges by WWTPs (all except Moores Creek).  Table 5 Comparison of seven northwest Arkansas watersheds    Illinois River@ 59 Ballard Creek  Osage Creek@ 112 Moores Creek  West Fork White @ Wyman  Kings River@ 143 Hectares 148,930 7,106 8,988 1,000 30,563 103,603 136,497 YEARS of data 8 2 3 4 3 2 6 tss load (kg/ha) 374 303 764 838 454 576 360 tss load storm (kg/ha) 345 232 702 781 433 514 333 tss load base (kg/ha) 29 72 62 57 22 62 27 tss conc. base (mg/l) 18 17 40 18 19 39 20 p load (kg/ha) 1.45 1.69 1.54 2.80 1.06 1.69 0.88 p storm load (kg/ha) 1.06 1.04 1.23 2.22 1.04 1.26 0.63 p load base (kg/ha) 0.39 0.66 0.30 0.58 0.02 0.44 0.24 p base conc. (mg/l) 0.23 0.16 0.19 0.17 0.02 0.24 0.20 Total Nitrogen load (kg/ha) 10.80 17.54 19.54 7.72 3.89 4.62 4.54 NO3-N base conc. (mg/l) 2.43 2.62 3.59 2.20 0.34 0.55 0.85 DISCHARGE (m3/ha) 3,465 5,583 5,130 3,011 4,303 4,009 2,964            7Figure 6 Comparison of seven watersheds  TSS Storm and Base-Flow Annual Loads per Hectare0100200300400500600700800Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)       TSS mean concentration Base-flow051015202530354045Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l) 8Figure 6 (continued).  T-P Storm and Base-Flow  Annual Loads per Hectare0.00.20.40.60.81.01.21.4Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)       T-P mean concentration Base-flow0.000.050.100.150.200.250.30Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l)   9Figure 6 (continued).  Total Nitrogen Annual Loads per Hectare0.005.0010.0015.0020.0025.00Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143 Loads (kg/ha)   Nitrate Nitrogen mean concentration Base-flow0.000.501.001.502.002.503.003.504.00Illinois River@59Ballard CreekOsage Creek@112Moores CreekWest ForkWhite @ WymanKings River@143Base flow concentration (mg/l) 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 “2001 Pollutant Loads At. Arkansas Highway 59 Bridge” Arkansas Water resources Center Publication, 2002.  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.  Nelson, M.A., T.S. Soreness, 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.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The Wyman Road Bridge On The White River, Final Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Illinois River2002 Pollutant Loads at the Arkansas Highway 59 Bridge” Arkansas Water Resources Center Publication, 2003.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2002 Annual Report” Arkansas Water Resources Center Publication, 2003.  11 Nelson, M.A., S. L. Diffin “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 112 Bridge On The Osage Creek, Final Report” Arkansas Water Resources Center Publication, 2003.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2002 Annual Report” Arkansas Water Resources Center Publication, 2003.  Parker, D. G, R. D. Williams, and H. D. Scott. 1996.  Watershed Prioritization Publication No MSC-204 Arkansas Water Resources Center. University of Arkansas. Fayetteville, Arkansas.  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., L.W. Cash “Illinois River 2003 Pollutant Loads at the Arkansas Highway 59 Bridge” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on Ballard Creek, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling , Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the West Fork, 2003 Annual Report” Arkansas Water Resources Center Publication , 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the White River at the 45 Bridge, 2003 Annual Report” Arkansas Water Resources Center Publication, 2004.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus At The 143 Bridge On The Kings River, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.   12 13Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus On Moores Creek, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on Ballard Creek, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the West Fork, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.  Nelson, M.A., L.W. Cash “Water Quality Sampling, Analysis And Annual Load Determinations For TSS, Nitrogen And Phosphorus on the White River at the 45 Bridge, 2004 Annual Report” Arkansas Water Resources Center Publication, 2005.   

https://scholarworks.uark.edu/cgi/viewcontent.cgi?article=1050&amp;context=awrctr

2004 Pollutant Loads Kings River Near Berryville, Arkansas

Abstract

Similar works

Full text

Available Versions

ScholarWorks@UARK

UARK (University of Arkansas )