Appendix C Data Sets From Statistical Methods in Water Resources by Dennis R. Helsel and Robert M. Hirsch US Geological Survey Techniques of Water Resources Investigations Book 4, Chapter A3 published in 2002 found at: http://water.usgs.gov/pubs/twri/twri4a3/ Appendix No. Chapter cited ------------ ------------- C1 Annual peak discharges for the Saddle River, NJ 2, 3 C2 Annual streamflows for the Conecuh River, AL 3, 6 C3 Daily streamflow for the Potomac River, Wash. D.C. 3 C4 Atrazine concentrations 6 C5 Subset of iron concentrations at low flow 7 C6 Complete set of iron concentrations 7 C7 Specific capacities of wells in Pennsylvania 7 C8 Corbicula on the Tennessee River 7 C9 TDS concentrations for the Cuyahoga River, Ohio 9 C10 Phosphorus transport, Illinois River at Marseilles 9 C11 Grain size and permeability of alluvial aquifers 9 C12 ROE and TDS data, Rappahannock R. nr Fredericksburg,VA 10 C13 Streamflow data used for record extension 10 C14 Mean annual runoff and basin characteristics 11 C15 Urban total nitrogen loads 11 C16 Uranium and TDS in groundwaters 11 C17 Green River, Kentucky sediment transport data 12 C18 Maumee River, Ohio total P trends data 12 C19 Water levels, P-R-M system middle aquifer, NJ 12 C20 Factors affecting contamination from impoundments 15 C1. Annual peak discharges for the Saddle River at Lodi, NJ, 1925-1989. Channelization occurred in 1968. Year Flow ---- ----- 1925 980 1926 741 1927 1630 1928 829 1929 903 1930 418 1931 549 1932 686 1933 1320 1934 850 1935 614 1936 1720 1937 1060 1938 1680 1939 760 1940 1380 1941 1030 1942 820 1943 1020 1944 998 1945 3500 1946 1100 1947 1010 1948 830 1949 1030 1950 452 1951 2530 1952 1740 1953 1860 1954 1270 1955 2200 1956 1530 1957 795 1958 1760 1959 806 1960 1190 1961 952 1962 1670 1963 824 1964 702 1965 1490 1966 1600 1967 800 1968 3330 1969 1540 1970 2130 1971 3770 1972 2240 1973 3210 1974 2940 1975 2720 1976 2440 1977 3130 1978 4500 1979 2890 1980 2470 1981 1900 1982 1980 1983 2550 1984 3350 1985 2120 1986 1850 1987 2320 1988 1630 1989 2380 C2. Annual streamflows for the Conecuh River at Brantley, Alabama, 1941-1960. Year Flow ---- ----- 1941 369 1942 683 1943 923 1944 1193 1945 413 1946 1025 1947 894 1948 859 1949 1157 1950 524 195l 327 1952 574 1953 762 1954 578 1955 379 1956 374 1957 581 1958 581 1959 530 1960 929 C3. Daily streamflow for the Potomac River at Chain Bridge, Washington, D.C. (365 flows, ranked from smallest to largest) 1670 1730 1750 1770 1810 1940 1940 1960 1960 1980 1980 2010 2010 2030 2050 2050 2050 2080 2080 2100 2120 2170 2190 2190 2260 2290 2290 2290 2290 2320 2360 2360 2390 2390 2390 2430 2460 2490 2490 2490 2490 2600 2620 2680 2680 2700 2700 2700 2700 2760 2790 2790 2810 2840 2840 2840 2840 2840 2840 2870 2900 2950 3040 3040 3100 3130 3220 3220 3220 3310 3310 3370 3410 3440 3440 3470 3500 3570 3600 3630 3630 3630 3660 3660 3700 3700 3700 3760 3760 3760 3800 3900 3900 4000 4000 4040 4040 4140 4210 4320 4390 4460 4500 4540 4570 4610 4610 4680 4840 4960 5000 5000 5120 5200 5280 5360 5500 5690 5900 5900 5900 5900 5900 5900 5900 6120 6120 6120 6120 6120 6120 6340 6340 6800 6800 6800 6800 6800 7040 7040 7040 7280 7280 7280 7280 7280 7280 7530 7530 7530 7780 7780 7780 7780 7780 7780 8040 8040 8040 8040 8040 8040 8040 8040 8040 8300 8300 8300 8580 8580 8580 8580 8580 8580 8850 8850 8850 8850 8850 9120 9120 9120 9120 9120 9400 9400 9400 9400 9400 9400 9400 9700 9700 9700 9700 9700 9700 9700 9700 9700 10000 10000 10000 10000 10000 10000 10300 10300 10300 10300 10300 10300 10300 10300 10600 10600 10600 10600 10600 10600 10700 10900 10900 10900 10900 11200 11200 11500 11500 11500 11500 11500 11500 11500 11800 11800 11800 12200 12200 12200 12500 12500 12500 12800 12800 12800 13200 13200 13600 13900 13900 13900 13900 13900 13900 14300 14300 14300 14300 14600 14600 14600 15000 15000 15000 15000 15400 15400 15400 15400 15800 15800 15800 16200 16200 16200 16200 16700 17100 17100 17500 17500 17500 17500 18000 18000 18000 18400 18800 18800 19300 19300 19300 19800 19800 19800 20200 20200 20700 20700 21600 22100 22100 22100 22100 22100 22100 23100 23100 23600 23600 23600 24100 24100 24500 25100 25600 25600 26200 26200 26700 27200 27800 27800 27800 27800 27800 27800 27900 28900 28900 31100 31100 31100 32300 35900 35900 37100 37100 38300 38300 38300 39500 39500 40700 42000 47200 49800 49800 50400 52400 55000 60600 64800 73300 73300 77800 77800 80800 86800 89800 91300 168000 250000 309999 C4 Atrazine concentrations before (June) and after (September) the 1978 growing season, (in mg/L). From Junk, et al., 1980. June Sept. June Sept. June Sept. 0.38 2.66 0.04 0.63 <0.01 0.59 0.03 0.05 0.03 0.84 0.05 0.58 0.02 0.02 <0.01 0.01 <0.01 <0.01 <0.01 <0.01 0.11 0.09 0.09 0.31 <0.01 0.02 <0.01 <0.01 <0.01 0.50 <0.01 0.03 0.02 0.09 0.03 0.06 0.02 0.03 0.02 0.01 0.05 0.10 0.03 0.25 0.05 0.03 <0.01 88.36 C5. A randomly-selected subset of iron concentrations with equal sample sizes from the Appendix C6 data set. Rock: Sandstone Limestone Sandstone Limestone Sandstone Limestone Mine: Unmined Unmined Reclaimed Reclaimed Abandoned Abandoned -------- --------- --------- --------- --------- -------- 0.20 1.60 0.33 0.49 700.00 1.80 0.25 0.32 3.20 3.00 25.00 19.00 0.04 5.60 0.44 0.05 1.50 8.70 0.06 0.87 4.50 0.95 4.80 0.87 1.20 2.30 0.33 0.84 0.42 0.94 0.3 3.20 0.38 0.80 140.00 0.93 0.05 6.60 1.30 0.39 1.10 1.50 0.35 9.90 1.20 1.10 1.90 1.30 0.27 0.52 0.28 2.80 0.40 12.00 0.51 23.00 0.28 0.66 220.00 0.60 0.41 1.30 0.90 0.71 0.31 14.00 0.20 6.00 0.09 0.60 4.60 0.81 0.04 6.00 0.22 3.20 1.90 0.98 Ranks of the C5 data. Rock: Sandstone Limestone Sandstone Limestone Sandstone Limestone Mine: Unmined Unmined Reclaimed Reclaimed Abandoned Abandoned -------- --------- --------- --------- --------- -------- 7.5 52 17.5 26 78 53 10 15.5 60 58 75 73 1.5 65 25 3.5 50.5 69 5 36.5 62 41 64 36.5 45.5 56 17.5 35 24 40 15.5 60 20 33 76 39 3.5 68 48 21 43.5 50.5 19 70 45.5 43.5 54.5 48 11 28 12.5 57 22 71 27 74 12.5 31 77 29.5 23 48 38 32 14 72 7.5 66.5 6 29.5 63 34 1.5 66.5 9 60 54.5 42 C6. Iron concentrations (in mg/L) at low flow for small eastern Ohio streams. From Helsel (1983). (* denotes missing value) Rock Sandstone Limestone Sandstone Limestone Sandstone Limestone Mine Unmined Unmined Reclaimed Reclaimed Abandoned Abandoned -------- --------- --------- --------- --------- -------- 0.71 0.48 1.80 0.58 1.20 0.32 0.49 0.40 19.00 1.30 1.50 0.55 3.00 0.52 8.70 0.08 3.10 2.50 0.05 0.38 0.87 0.09 2.50 3.20 0.95 4.50 0.94 0.25 1.30 0.32 0.84 1.20 0.93 0.20 0.96 0.48 0.80 0.16 1.50 2.80 4.70 6.30 0.39 0.06 1.30 0.56 13.00 0.36 1.10 0.56 12.00 0.28 4.80 6.00 2.80 0.11 0.60 0.34 210.00 1.70 0.66 0.25 14.00 0.29 130.00 6.00 0.71 0.44 0.81 3.90 4.80 5.40 0.60 0.16 0.98 0.24 5.20 2.50 3.20 0.20 * 33.00 0.50 2.70 * 0.35 * 28.00 7.30 5.60 * 0.06 * 0.29 500.00 3.70 * 0.27 * 0.38 180.00 310.00 * 0.12 * 0.65 32.00 85.00 * 1.20 * 0.36 7.80 0.52 * 0.04 * 0.21 460.00 9.90 * 0.20 * 0.44 460.00 23.00 * 0.04 * 1.20 19.00 0.10 * 0.68 * 0.25 25.00 1.40 * 0.06 * 0.23 220.00 1.60 * 0.05 * 0.15 120.00 6.60 * 0.49 * 0.58 4400.00 1.30 * 0.20 * 0.21 3700.00 0.87 * 0.32 * 0.28 260.00 0.61 * 36.00 * 0.60 60.00 0.57 * 0.05 * 3.20 0.37 2.10 * 0.29 * 3.20 0.24 6.60 * 0.08 * 0.28 0.40 1.80 * 0.43 * 1.50 0.48 2.30 * 0.51 * 0.07 0.70 13.00 * 0.47 * 4.50 0.55 * * 0.23 * 0.92 0.42 * * 0.41 * 0.22 0.81 * * 0.21 * 0.33 0.58 * * * * 0.11 1.10 * * * * 0.09 0.33 * * * * 0.90 1.00 * * * * 1.70 1.30 * * * * 0.75 2.20 * * * * 0.19 3.10 * * * * 0.43 0.90 * * * * 0.49 2.30 * * * * 8.40 2.90 * * * * 0.33 58.00 * * * * * 12.00 * * * * * 0.31 * * * * * 0.48 * * * * * 34.00 * * * * * 87.00 * * * * * 430.00 * * * * * 700.00 * * * * * 1.90 * * * * * 2.00 * * * * * 5.00 * * * * * 4.40 * * * * * 31.00 * * * * * 30.00 * * * * * 13.00 * * * * * 11.00 * * * * * 1.00 * * * * * 82.00 * * * * * 140.00 * * * * * 4.10 * * * * * 11.00 * * * * * 37.00 * * * * * 81.00 * * * * * 18.00 * * * * * 21.00 * * * * * 36.00 * * * * * 32.00 * * * * * 10.00 * * * * * 7.50 * * * * * 20.00 * * * * * 63.00 * * * * * 20.00 * * * * * 23.00 * * * * * 21.00 * * * * * 26.00 * * * * * 0.64 * * * * * 1.90 * * * * * 300.00 * * * * * 72.00 * * * * * 1.10 * * * * * 4.60 * * * * * 22.00 * * * * * 6.50 * * * * * 3.90 * * * * * 3.40 * * * * * 25.00 * * * * * 13.00 * C7. Natural logarithms of specific capacity of wells in four rock types within the Appalachian mountain region of Pennsylvania, from Knopman (1990). units are: ln [gallons per minute per foot] Dolomite rock type 4.8903 -3.2189 1.1346 2.3026 1.5261 0.4055 2.3979 1.7579 2.1610 -4.6052 -3.9120 3.2581 -0.9676 -1.2040 -0.4308 -2.9957 0.4383 -0.6539 2.2513 4.2627 -2.9957 -2.5257 -1.2040 3.6889 -0.5108 0.5306 1.9657 -0.2877 1.1939 -3.5066 2.3979 1.3863 1.5390 -2.3026 2.3026 0.5539 0.9163 2.1972 0.3075 -2.2073 2.0992 0.0000 -1.7148 0.1044 2.9444 2.5649 -4.6052 4.9836 -3.5066 5.2983 Limestone rock type -2.1203 3.3673 -4.6052 -1.7720 -1.1712 5.6490 -3.5066 -0.5276 -1.5606 2.4849 -4.6052 0.0000 0.2311 -4.6052 -1.0217 -0.6931 -1.3471 -0.6539 -3.2189 0.1310 -1.6094 0.4700 -2.2073 0.2624 1.5304 -3.5066 -4.6052 -2.6593 -1.7148 0.9163 -2.3026 -1.7720 0.8329 4.5347 1.2528 -0.4005 -2.9957 -2.8134 -1.5606 0.6419 0.5306 1.5041 1.4907 -3.9120 3.0445 2.5257 -0.6539 -0.9163 0.6931 -1.4697 Siliclastic rock type 1.6094 -1.1394 -0.5108 -0.6349 -0.6539 -0.7550 -2.5257 1.0986 -0.5276 1.7228 -0.5798 0.3507 -2.1203 -0.8210 -1.9661 -1.2040 0.7419 -0.1508 0.1823 0.7885 0.0000 -1.4271 1.4110 -3.5066 1.0986 0.4700 -0.8675 -1.5141 -1.3863 -2.6593 1.0647 -0.0834 0.8329 -2.3026 -1.3471 -3.2189 0.1044 -2.2073 -3.2189 -1.3863 1.3218 0.8329 -1.7720 -1.8326 -2.4079 -3.5066 -0.9943 0.0000 -1.5141 -0.7985 Metamorphic rock type -0.6733 -2.5257 2.7081 -1.3093 -1.2730 -3.2189 -1.8971 -0.5798 1.9838 0.0677 -1.1712 -0.2357 -1.3471 -1.3863 -1.0217 4.3175 -1.7148 -3.2189 -1.4697 -2.9957 -2.0402 -1.6094 1.6094 -0.3285 1.2267 -3.5066 -3.2189 -2.1203 -2.9957 0.1906 -1.6607 -1.0498 0.9555 -2.6593 -1.4697 -0.7765 0.2390 0.7324 0.1740 -0.5621 -2.3026 -1.2730 -2.4079 -1.1712 -3.9120 0.7561 -0.7765 3.4012 0.2624 -1.4271 C8. Corbicula per square meter for a site on the Tennessee River. Strata are different sub-environments in the stream. (data from Jensen, 1973) Strata 1 -------- Winter Spring Summer Fall 1969 25 9 7 20 20 8 20 22 30 9 9 24 1970 22 25 0 2 20 9 1 2 48 1 2 1 1971 15 1 0 0 14 3 0 0 8 7 11 2 Strata 2 -------- Winter Spring Summer Fall 1969 8 48 18 5 8 51` 1 5 5 36 3 10 1970 4 22 1 4 10 21 7 1 5 37 19 4 1971 3 22 17 7 1 24 28 7 5 4 10 9 Strata 3 -------- Winter Spring Summer Fall 1969 4 50 3 4 8 48 51 9 6 51 13 9 1970 3 50 10 13 10 36 17 51 9 25 15 36 1971 0 14 16 10 0 31 4 1 1 32 6 7 C9. U.S. Geological Survey's National Stream Quality Accounting Network (NASQAN) station: Cuyahoga River at Independence, Ohio (4208000) 'MONTH' (integers 1 through 12), 'TIME' (decimal time in years), 'TDS' (total dissolved solids concentration in mg/L), 'Q' (discharge in cubic feet per second) MONTH TIME TDS Q 1 1974.04 490 458 2 1974.12 540 469 4 1974.29 220 4630 7 1974.54 390 321 10 1974.79 450 541 1 1975.04 230 1640 4 1975.29 360 1060 7 1975.54 460 264 10 1975.79 430 665 1 1976.04 430 680 4 1976.29 620 650 8 1976.62 460 490 10 1976.79 450 380 1 1977.04 580 325 4 1977.29 350 1020 7 1977.54 440 460 10 1977.79 530 583 11 1977.87 380 777 12 1977.96 440 1230 1 1978.04 430 565 2 1978.12 680 533 3 1978.21 250 4930 4 1978.29 250 3810 5 1978.37 450 469 6 1978.46 500 473 7 1978.54 510 593 8 1978.62 490 500 9 1978.71 700 266 10 1978.79 420 495 11 1978.87 710 245 12 1978.96 430 736 1 1979.04 410 508 2 1979.12 700 578 3 1979.21 260 4590 4 1979.29 260 4670 5 1979.37 500 503 6 1979.46 450 469 7 1979.54 500 314 8 1979.62 620 432 9 1979.71 670 279 10 1979.79 410 542 11 1979.87 470 499 12 1979.96 370 741 1 1980.04 410 569 2 1980.12 540 360 3 1980.21 550 513 4 1980.29 220 3910 5 1980.37 460 364 6 1980.46 390 472 7 1980.54 550 245 8 1980.62 320 1500 9 1980.71 570 224 10 1980.79 480 342 12 1980.96 520 732 1 1981.04 620 240 2 1981.12 520 472 3 1981.21 430 679 4 1981.29 400 1080 5 1981.37 430 920 6 1981.46 490 488 7 1981.54 560 444 8 1981.62 370 595 9 1981.71 460 295 10 1981.79 390 542 12 1981.96 330 1500 3 1982.21 350 1080 5 1982.37 480 334 6 1982.46 390 423 8 1982.62 500 216 11 1982.87 410 366 2 1983.12 470 750 5 1983.37 280 1260 8 1983.62 510 223 11 1983.87 470 462 2 1984.12 310 7640 5 1984.37 230 2340 7 1984.54 470 239 11 1984.87 330 1400 3 1985.21 320 3070 5 1985.37 500 244 C10. Phosphorus Transport for the Illinois River at Marseilles, Ohio, 1972-1985. 'TIME' (decimal time in years), 'CONC' (total phosphorus concentration in mg/L), and 'LOAD' (mass load of total phosphorus in tons per day = CONC*Q*2.7) 'Q' (discharge in thousands of cubic feet per second) TIME CONC LOAD Q ------- ----- ------- ----- 1974.87 1.40 25.9308 6.86 1974.96 0.69 12.3703 6.64 1975.04 0.74 19.7203 9.87 1975.12 1.00 23.4630 8.69 1975.21 0.55 16.7805 11.30 1975.29 0.50 12.1635 9.01 1975.37 0.57 23.7006 15.40 1975.46 0.55 14.1966 9.56 1975.54 0.59 12.3617 7.76 1975.62 0.63 8.4540 4.97 1975.71 0.37 8.0619 8.07 1975.79 1.30 10.4598 2.98 1975.87 0.92 7.2781 2.93 1975.96 0.61 20.5875 12.50 1976.04 0.28 2.6838 3.55 1976.12 0.54 13.3115 9.13 1976.21 0.95 85.4145 33.30 1976.29 0.31 8.9559 10.70 1976.37 0.37 11.1888 11.20 1976.46 0.64 18.8352 10.90 1976.54 0.33 5.2034 5.84 1976.62 0.47 4.4161 3.48 1976.71 0.68 4.9205 2.68 1976.87 0.79 5.8018 2.72 1976.96 0.91 7.6904 3.13 1977.04 0.85 13.8618 6.04 1977.12 0.79 12.0941 5.67 1977.21 0.44 11.8800 10.00 1977.29 0.63 11.6348 6.84 1977.37 0.74 11.2487 5.63 1977.46 0.62 10.3955 6.21 1977.54 0.60 5.6052 3.46 1977.62 0.58 7.6577 4.89 1977.71 0.39 12.0042 11.40 1977.79 0.47 9.3906 7.40 1977.87 0.45 5.0544 4.16 1977.96 0.52 10.6283 7.57 1978.04 0.70 9.5445 5.05 1978.12 1.10 14.3154 4.82 1978.21 0.67 6.5305 3.61 1978.29 0.40 27.6480 25.60 1978.37 0.34 4.4890 4.89 1978.46 0.42 7.9834 7.04 1978.54 0.47 9.9490 7.84 1978.62 0.50 8.0595 5.97 1978.71 0.60 7.5978 4.69 1978.79 0.55 5.1678 3.48 1978.87 0.75 6.2977 3.11 1978.96 0.65 9.0382 5.15 1979.04 0.82 7.9483 3.59 1979.12 0.76 5.9508 2.90 1979.21 0.23 38.5020 62.00 1979.29 0.37 31.7682 31.80 1979.37 0.35 7.7206 8.17 1979.54 0.49 11.2720 8.52 1979.62 0.52 10.5019 7.48 1979.71 0.69 8.0482 4.32 1979.79 0.54 6.6193 4.54 1979.87 0.61 5.1057 3.10 1979.96 0.42 5.5453 4.89 1980.04 0.58 6.1231 3.91 1980.12 0.95 9.2596 3.61 1980.21 0.70 45.1710 23.90 1980.29 0.37 12.9870 13.00 1980.37 0.37 8.6214 8.63 1980.46 0.40 6.4908 6.01 1980.54 0.50 8.4240 6.24 1980.62 0.39 5.3703 5.10 1980.71 0.47 13.5783 10.70 1980.79 0.51 11.2088 8.14 1980.87 0.57 6.3715 4.14 1981.04 0.55 5.9251 3.99 1981.12 0.56 24.6456 16.30 1981.21 0.49 6.0064 4.54 1981.29 0.39 17.1639 16.30 1981.37 0.40 13.3920 12.40 1981.46 0.62 37.3302 22.30 1981.54 0.26 8.8452 12.60 1981.62 0.46 16.2702 13.10 1981.71 0.40 7.0740 6.55 1982.04 0.45 10.9350 9.00 1982.21 0.35 45.1710 47.80 1982.37 0.32 6.3158 7.31 1982.54 0.44 13.1868 11.10 1982.87 0.39 7.2657 6.90 1982.96 0.28 12.9276 17.10 1983.21 0.33 6.2281 6.99 1983.37 0.27 13.7052 18.80 1983.54 0.33 4.5441 5.10 1983.62 0.46 9.2653 7.46 1983.87 0.57 7.1256 4.63 1984.21 0.29 7.1253 9.10 1984.29 0.31 17.0748 20.40 1984.62 0.32 4.1731 4.83 1985.12 0.50 9.2610 6.86 1985.29 0.26 7.9326 11.30 C11 Grain size and yield of alluvial aquifers in the Arkansas River Valley. (Bedinger, 1961) Median grain size in mm; Yield in gallons/day/sq. ft. Median grain size Yield ----------------- ----- 0.062 12 0.068 14 0.11 29 0.11 37 0.12 19 0.12 84 0.14 105 0.15 81 0.16 75 0.16 120 0.17 100 0.18 71 0.19 31 0.19 160 0.19 260 0.20 50 0.21 37 0.21 60 0.22 55 0.23 31 0.24 87 0.24 170 0.25 180 0.26 130 0.26 145 0.27 37 0.27 200 0.28 76 0.28 160 0.29 198 0.30 89 0.29 420 0.30 330 0.32 120 0.32 270 0.37 150 0.37 380 0.38 205 0.39 240 0.40 260 0.40 370 0.42 405 0.42 580 0.43 560 0.44 570 0.45 330 0.47 410 0.47 670 0.48 200 0.49 580 0.50 700 0.50 860 0.55 680 0.60 12 0.60 250 0.63 260 0.74 400 0.94 550 0.95 500 C12. Dissolved solids data for the NASQAN station on the Rappahannock River near Fredericksburg, Virginia, 1978-1989 'ROE' Residue on evaporation, in mg/L 'TDS' Total dissolved solids, in mg/L 'Date' YYMMDD ROE TDS Date 63 53 771230 51 37 780131 54 44 780227 62 45 780327 46 40 780425 50 44 780524 71 41 780628 56 44 780731 54 47 780822 52 51 780927 54 49 781023 64 50 781130 62 47 781227 61 49 790124 52 44 790221 50 37 790327 46 38 790425 41 42 790523 52 43 790625 54 45 790719 62 48 790824 56 45 791005 55 51 791114 50 43 791210 50 50 800111 48 41 800220 42 37 800421 48 39 800509 49 39 800610 48 40 800702 54 43 800808 60 42 800905 52 48 801106 50 53 810113 52 45 810309 48 38 810508 59 47 810902 59 50 811015 70 59 811217 57 42 820331 70 50 820428 64 49 820712 52 51 821124 54 49 830118 52 42 830418 57 45 830606 45 47 830830 56 53 831117 55 45 840110 52 45 840314 46 41 840426 52 44 840614 56 51 840827 68 52 841126 50 49 850128 50 48 850225 44 45 850423 53 49 850618 53 47 850828 45 33 851105 58 57 860128 46 51 860226 43 42 860422 43 45 860624 63 57 860826 69 61 861120 65 50 870121 46 44 870304 46 44 870414 41 37 870418 50 47 870707 50 58 870818 81 73 871120 52 57 880112 59 54 880223 56 47 880520 38 41 880622 56 53 880816 61 66 881129 62 57 881229 48 59 890221 54 48 890424 46 53 890628 48 46 890822 71 61 891128 C13. Streamflow data used for record extension in example 10. 'base' 50 year record of streamflow at base station 'short' 20 year record of streamflow at short record station actual streamflow for first 30 years at short given as 'truth' Year base short Actual measured at short ---- ---- ----- ------------------------ 1 11.25 * 18.54 2 55.15 * 35.52 3 2.64 * 4.06 4 3.39 * 4.62 5 34.12 * 7.10 6 3.00 * 4.71 7 25.03 * 12.68 8 5.47 * 7.10 9 27.11 * 10.18 10 82.27 * 47.47 11 4.95 * 6.69 12 3.78 * 4.81 13 5.05 * 6.23 14 3.16 * 3.42 15 22.87 * 13.46 16 3.82 * 4.95 17 11.25 * 18.92 18 5.10 * 9.02 19 4.35 * 5.70 20 40.85 * 7.39 21 12.43 * 5.58 22 12.68 * 8.94 23 7.10 * 9.49 24 3.90 * 5.64 25 4.95 * 5.21 26 3.06 * 4.95 27 15.64 * 6.55 28 3.52 * 5.16 29 12.55 * 9.02 30 19.69 * 9.78 31 3.97 6.30 * 32 35.87 17.81 * 33 3.39 6.17 * 34 15.18 7.77 * 35 4.86 6.69 * 36 3.10 4.85 * 37 6.89 11.36 * 38 6.49 7.69 * 39 29.96 23.10 * 40 12.18 8.08 * 41 21.76 9.78 * 42 5.93 5.70 * 43 8.08 6.36 * 44 32.46 25.28 * 45 20.29 18.36 * 46 9.68 8.25 * 47 7.24 9.98 * 48 25.53 9.12 * 49 50.91 25.28 * 50 8.25 15.80 * C14. Mean annual runoff and basin characteristics from Haan (1977) 'ROFF' Mean annual runoff, in inches. 'PRECIP' Mean annual precipitation, in inches. 'AREA' Drainage basin area, in square miles. 'SLOPE' Average land slope, in %. 'LEN' Axial length, in miles. 'PERIM' Perimeter of basin, in miles. 'DI' Diameter of largest circle entirely within the basin, in miles. 'Rs' Shape factor-- ratio of DI to smallest circle which encloses basin. 'FREQ' Frequency -- ratio of number of streams in basin to AREA, in 1/sq.mi. 'Rr' Relief ratio, in feet per mile. ROFF PRECIP AREA SLOPE LEN PERIM DI Rs FREQ Rr ----- ------ ---- ----- ---- ----- ---- ---- ---- --- 17.38 44.37 2.21 50 2.38 7.93 0.91 0.38 1.36 332 14.62 44.09 2.53 7 2.55 7.65 1.23 0.48 2.37 55 15.48 41.25 5.63 19 3.11 11.61 2.11 0.57 2.31 77 14.72 45.50 1.55 6 1.84 5.31 0.94 0.49 3.87 68 18.37 46.09 5.15 16 4.14 11.35 1.63 0.39 3.30 68 17.01 49.12 2.14 26 1.92 5.89 1.41 0.71 1.87 230 18.20 44.03 5.34 7 4.73 12.59 1.30 0.27 0.94 44 18.95 48.71 7.47 11 4.24 12.33 2.35 0.52 1.20 72 13.94 44.43 2.10 5 2.00 6.81 1.19 0.53 4.76 40 18.64 47.72 3.89 18 2.10 9.87 1.65 0.60 3.08 115 17.25 48.38 0.67 21 1.15 3.93 0.62 0.48 2.99 352 17.48 49.00 0.85 23 1.27 3.79 0.83 0.61 3.53 300 13.16 47.03 1.72 5 1.93 5.19 0.99 0.52 2.33 39 C15. Total nitrogen loads and basin characteristics for urban runoff (Mustard et al., 1987) 'LOGTN' Log10 of (total nitrogen load, in lbs.) 'LOGDA' Log10 of (drainage area, in square miles) 'LOGIMP' Log10 of (percent impervious surface area [unitless]) 'MJTEMP' Mean minimum January temperature, in degrees Fahrenheit 'MSRAIN' Mean seasonal rainfall, in inches 'PRES' Percent of basin which is residential [unitless] 'PNON' Percent of basin which is non-urban [unitless] 'PCOMM' Percent of basin which is commercial [unitless] 'PIND' Percent of basin which is industrial [unitless] LOGTN LOGDA LOGIMP MJTEMP MSRAIN PRES PNON PCOMM PIND ------ -------- ------- ------ ------ ---- ---- ----- ---- 2.57292 -0.34672 3.64806 15.3 20.24 48 28 5 19 0.78162 -2.32279 4.16044 15.3 20.24 0 0 0 100 1.18479 -3.05761 4.21509 15.3 20.24 67 0 33 0 1.76130 -1.36258 3.31419 15.3 20.24 55 34 0 10 1.18111 -2.14558 3.65066 15.3 20.24 48 0 0 52 1.61800 -3.64966 3.36730 24.9 24.66 100 0 0 0 2.82932 -3.50656 4.27666 24.9 24.66 84 0 16 0 3.85693 -0.79851 4.09434 20.4 23.31 81 6 13 0 0.42134 -3.91202 4.59915 11.4 20.31 0 0 100 0 1.46187 -2.65926 4.38950 11.4 20.31 30 0 70 0 1.88722 -2.20728 4.07754 16.2 11.83 33 37 30 0 1.32867 -3.50656 4.58395 58.7 59.05 0 2 98 0 0.42003 -2.81341 3.78191 58.7 62.00 100 0 0 0 0.59111 -2.40795 3.58352 58.7 62.00 0 60 40 0 0.50561 -2.12863 1.64866 10.8 21.81 6 58 36 0 1.17896 -0.14734 1.90211 10.8 21.81 13 81 6 0 1.49200 -3.10109 4.34380 11.4 20.31 26 0 74 0 2.22969 -2.65926 4.39198 11.4 20.31 31 0 56 13 0.96241 -2.97593 3.93964 11.4 20.31 100 0 0 0 1.74990 -2.32279 3.91202 11.4 20.31 100 0 0 0 0.96698 -3.96332 4.60116 11.4 20.31 0 0 100 0 0.95743 -3.96332 4.60517 11.4 20.31 0 0 100 0 3.69202 -0.18633 3.52636 17.0 22.46 83 7 10 0 1.84546 -1.89712 1.38629 3.2 20.60 33 67 0 0 2.38628 -2.04022 2.39789 3.2 20.60 87 12 1 0 2.41009 -1.10866 3.09104 3.2 20.60 83 17 0 0 2.10961 -2.12026 4.24849 3.2 20.60 10 6 85 0 2.76651 -0.75502 3.55535 3.2 20.60 80 1 20 0 1.60241 -1.51413 3.36730 3.2 20.60 97 0 4 0 1.69028 -2.23493 3.30322 25.0 24.41 100 0 0 0 1.28620 -3.54046 3.52636 25.0 24.41 88 12 0 0 1.33368 -3.14656 3.52341 25.0 24.41 78 23 0 0 0.98020 -2.74887 3.05400 25.0 24.41 93 7 0 0 0.56190 -3.21888 4.59310 32.2 46.18 0 0 100 0 0.28292 -1.96611 2.59525 32.2 46.18 96 0 4 0 1.31480 -1.23100 3.75654 32.2 46.18 65 1 35 0 1.83864 -1.76026 3.02529 22.5 22.53 79 2 16 4 2.33069 -1.85790 3.48737 22.5 22.53 8 29 63 0 2.40252 -0.68122 3.29584 28.5 41.36 84 12 2 2 3.10387 -1.19402 4.57471 50.1 49.38 55 21 25 0 1.31507 -3.07911 2.59525 50.1 49.38 48 52 0 0 1.48342 -2.71810 2.76632 50.1 49.38 89 11 0 0 C16 Uranium and Total Dissolved Solids (TDS) in groundwaters of differing bicarbonate (HCO3) concentrations. Uranium conc. in parts per billion (ppb) TDS in mg/L Bicarbonate in percent of anions TDS Uranium HCO3 ------- ------- ----- 682.65 0.9315 2 50% 819.12 1.9380 2 50% 303.76 0.2919 2 50% 1151.40 11.9042 2 50% 582.42 1.5674 2 50% 1043.39 2.0623 2 50% 634.84 3.8858 2 50% 1087.25 0.9772 2 50% 1123.51 1.9354 2 50% 688.09 0.4367 2 50% 1174.54 10.1142 2 50% 599.50 0.7551 2 50% 1240.81 6.8559 2 50% 538.35 0.4806 2 50% 607.75 1.1452 2 50% 705.89 6.0876 2 50% 1290.57 10.8823 2 50% 526.09 0.1473 2 50% 784.68 2.6741 2 50% 953.14 3.0918 2 50% 1149.31 0.7592 2 50% 1074.22 3.7101 2 50% 1116.59 7.2446 2 50% 301.20 5.7129 > 50% 265.45 4.7366 > 50% 295.88 2.8057 > 50% 442.36 5.6290 > 50% 342.71 3.0950 > 50% 361.30 3.5774 > 50% 262.07 1.7711 > 50% 546.22 11.2724 > 50% 273.89 4.9807 > 50% 281.38 4.0833 > 50% 588.86 14.6342 > 50% 574.11 12.3835 > 50% 307.09 1.5291 > 50% 409.37 4.4647 > 50% 327.07 2.4574 > 50% 425.69 6.3042 > 50% 310.05 4.5441 > 50% 289.75 0.9672 > 50% 408.18 2.1568 > 50% 383.04 8.3810 > 50% 255.19 2.7957 > 50% C17. Sediment data for the Green River at Munfordville, Kentucky, 1952-1972. During the period 1962-1969 the Green River Dam was constructed about 35 miles upstream. Load = suspended sediment load in thousands of tons per year. Q = the annual discharge in cfs-days. Year Load Q ---- ------- ------- 1952 1070.89 1431.20 1953 357.52 639.81 1954 295.19 384.27 1955 744.41 975.47 1956 736.13 1055.61 1957 539.64 949.49 1958 771.53 1285.05 1959 303.81 630.79 1960 378.89 856.19 1961 429.81 948.60 1962 940.23 1243.40 1963 348.65 681.59 1964 426.99 633.86 1965 499.53 996.69 1966 272.62 566.71 1967 807.46 1483.09 1968 496.16 1049.41 1969 112.74 492.74 1970 411.82 856.47 1971 473.78 1146.52 1972 494.03 1120.90 C18. Phosphorus loads for the Maumee River, Ohio, 1972-1986. Time = decimal time in years Month = month of the year Q = discharge in thousands of cfs Load = total phosphorus load in tons per day. Time Month Q Load ------- ----- ----- ----- 1972.12 2 0.640 0.864 1972.21 3 1.170 2.401 1972.29 4 5.120 1.521 1972.37 5 5.500 1.485 1972.46 6 1.520 0.616 1972.54 7 1.780 1.778 1972.62 8 0.586 0.538 1972.71 9 12.700 19.202 1972.79 10 12.400 14.396 1972.87 11 7.400 4.396 1972.96 12 11.100 6.893 1973.04 1 7.000 5.292 1973.12 2 12.400 12.053 1973.21 3 2.130 1.668 1973.29 4 14.000 18.144 1973.37 5 5.680 5.214 1973.46 6 21.400 54.313 1973.54 7 21.100 11.964 1973.62 8 0.690 0.317 1973.71 9 0.610 0.313 1973.79 10 0.395 0.192 1973.87 11 0.500 0.378 1973.96 12 3.680 3.875 1974.04 1 3.000 0.486 1974.12 2 3.100 5.273 1974.21 3 20.600 31.147 1974.29 4 7.520 7.716 1974.37 5 1.970 0.957 1974.46 6 1.760 0.380 1974.54 7 0.662 0.340 1974.62 8 0.280 0.166 1974.71 9 0.509 0.426 1974.79 10 0.291 0.126 1974.87 11 0.844 0.592 1974.96 12 10.800 13.122 1975.04 1 13.000 17.550 1975.12 2 3.020 1.875 1975.21 3 5.260 5.255 1975.29 4 8.260 9.367 1975.37 5 12.900 13.584 1975.46 6 4.520 5.126 1975.54 7 0.856 0.485 1975.62 8 0.418 0.113 1975.71 9 2.640 1.639 1975.79 10 0.478 0.232 1975.87 11 1.220 0.725 1975.96 12 29.200 149.796 1976.04 1 2.000 1.296 1976.12 2 64.400 114.761 1976.21 3 7.090 4.020 1976.29 4 1.380 0.447 1976.37 5 4.330 2.104 1976.46 6 1.700 0.780 1976.54 7 0.376 0.183 1976.62 8 0.326 0.194 1976.71 9 0.268 0.166 1976.79 10 0.363 0.157 1976.87 11 0.225 0.091 1976.96 12 0.200 0.097 1977.04 1 0.230 0.174 1977.12 2 1.300 2.071 1977.21 3 9.620 5.974 1977.29 4 2.060 0.723 1977.37 5 0.968 0.105 1977.46 6 0.588 0.254 1977.54 7 0.493 0.186 1977.62 8 0.603 0.309 1977.71 9 10.900 12.949 1977.79 10 0.678 0.220 1977.87 11 2.090 1.298 1977.96 12 19.600 16.934 1978.04 1 1.000 0.729 1978.12 2 0.820 0.775 1978.21 3 38.500 40.540 1978.29 4 6.640 4.123 1978.37 5 2.810 1.062 1978.46 6 1.760 0.808 1978.54 7 2.430 1.575 1978.62 8 0.370 0.120 1978.71 9 0.205 0.127 1978.79 10 0.223 0.102 1978.87 11 0.197 0.085 1978.96 12 3.150 2.211 1979.04 1 2.400 1.750 1979.12 2 0.400 0.356 1979.21 3 16.500 11.137 1979.29 4 12.700 8.572 1979.37 5 3.420 1.200 1979.46 6 1.330 0.467 1979.54 7 8.240 6.452 1979.62 8 8.620 5.120 1979.71 9 2.390 1.936 1979.79 10 0.416 0.180 1979.87 11 0.618 0.250 1979.96 12 5.040 4.218 1980.04 1 5.600 3.326 1980.12 2 0.860 0.441 1980.21 3 2.900 2.271 1980.29 4 20.000 16.200 1980.37 5 3.450 1.304 1980.46 6 44.300 117.218 1980.54 7 1.010 0.436 1980.62 8 1.690 0.958 1980.71 9 1.010 0.464 1980.79 10 0.369 0.120 1980.87 11 0.694 0.337 1980.96 12 0.694 0.150 1981.04 1 1.000 0.513 1981.12 2 3.900 3.685 1981.21 3 6.500 2.457 1981.29 4 1.810 0.489 1981.37 5 9.550 6.188 1981.46 6 21.300 29.905 1981.54 7 1.410 0.990 1981.62 8 1.190 0.546 1981.71 9 2.740 0.740 1981.79 10 3.220 1.391 1981.96 12 4.480 2.661 1982.21 3 17.100 8.772 1982.37 5 1.760 0.380 1982.46 6 2.530 1.366 1982.62 8 0.314 0.127 1982.87 11 1.960 1.323 1983.12 2 1.660 0.762 1983.37 5 12.000 9.396 1983.62 8 0.741 0.220 1983.87 11 0.940 0.406 1984.12 2 43.700 57.815 1984.37 5 1.720 0.557 1984.54 7 0.288 0.086 1984.87 11 6.340 4.622 1985.21 3 11.900 7.069 1985.37 5 0.902 0.244 C19 Water levels in an observation well, middle aquifer of the Potomac-Raritan-Magothy aquifer system of New Jersey (from Pucci et al., in press). Date: Month - Day - Year Elev: Elevation, in mean sea level Dectime: Decimal time, in years Date Dectime Elev ------------ ------- ------- 1 31 1973 1973.08 -25.85 3 3 1973 1973.17 -26.21 5 1 1973 1973.33 -26.67 7 31 1973 1973.58 -31.04 9 13 1973 1973.70 -35.94 12 1 1973 1973.92 -29.15 2 1 1974 1974.09 -26.99 4 28 1974 1974.32 -28.78 7 23 1974 1974.56 -37.21 11 2 1974 1974.84 -29.66 1 2 1975 1975.01 -27.57 3 21 1975 1975.22 -28.84 5 29 1975 1975.41 -34.82 7 11 1975 1975.53 -35.46 4 22 1977 1977.31 -37.59 6 6 1977 1977.43 -47.26 8 1 1977 1977.58 -50.05 10 1 1977 1977.75 -43.68 12 8 1977 1977.94 -39.20 2 15 1978 1978.13 -37.62 4 30 1978 1978.33 -38.57 6 30 1978 1978.50 -45.93 8 1 1978 1978.58 -47.36 10 1 1978 1978.75 -43.22 2 22 1979 1979.15 -38.48 4 24 1979 1979.31 -40.78 6 28 1979 1979.49 -48.56 8 2 1979 1979.59 -50.97 10 1 1979 1979.75 -45.01 12 1 1979 1979.92 -39.62 2 29 1980 1980.16 -39.14 4 25 1980 1980.32 -43.37 6 25 1980 1980.48 -56.39 8 31 1980 1980.67 -62.89 10 1 1980 1980.75 -60.08 12 1 1980 1980.92 -50.94 2 1 1981 1981.09 -47.11 4 21 1981 1981.30 -44.96 6 30 1981 1981.50 -60.00 8 30 1981 1981.66 -64.92 10 1 1981 1981.75 -61.27 12 1 1981 1981.92 -53.52 2 11 1982 1982.11 -47.96 4 26 1982 1982.32 -48.69 6 27 1982 1982.49 -59.92 8 8 1982 1982.60 -69.85 10 7 1982 1982.77 -60.01 12 14 1982 1982.95 -49.89 2 28 1983 1983.16 -47.01 4 30 1983 1983.33 -48.48 5 15 1983 1983.37 -50.88 7 29 1983 1983.58 -71.06 9 13 1983 1983.70 -69.23 11 1 1983 1983.84 -51.21 1 2 1984 1984.01 -41.49 3 3 1984 1984.17 -39.62 5 29 1984 1984.41 -39.92 8 31 1984 1984.67 -55.61 10 1 1984 1984.75 -52.91 12 28 1984 1984.99 -45.74 2 22 1985 1985.15 -46.26 4 30 1985 1985.33 -51.90 6 24 1985 1985.48 -57.58 8 6 1985 1985.60 -67.58 10 1 1985 1985.75 -61.25 12 1 1985 1985.92 -52.07 2 20 1986 1986.14 -48.51 4 1 1986 1986.25 -46.76 6 25 1986 1986.48 -78.71 8 15 1986 1986.62 -72.98 10 1 1986 1986.75 -66.62 12 5 1986 1986.93 -60.53 2 4 1987 1987.10 -51.61 4 20 1987 1987.30 -55.58 6 29 1987 1987.49 -75.46 8 26 1987 1987.65 -79.43 10 3 1987 1987.76 -65.93 12 1 1987 1987.92 -55.72 2 1 1988 1988.09 -53.54 4 27 1988 1988.32 -56.93 6 30 1988 1988.50 -81.31 8 19 1988 1988.64 -85.27 10 1 1988 1988.75 -74.95 12 1 1988 1988.92 -59.63 2 4 1989 1989.10 -51.68 4 20 1989 1989.30 -50.77 6 19 1989 1989.47 -56.69 8 11 1989 1989.61 -63.62 10 14 1989 1989.79 -60.05 12 7 1989 1989.93 -50.58 C20 Factors affecting contamination from impoundments. Data from Person et al. (1983). Numerical Rating Scale Thick: Unsat Zone Thickness 0 (favorable) to 9 (unfavorable) Yields: Est. Aquifer Yield 0 (poor) to 6 (good) GW Qual: Pristine GW Qual 0 (poor) to 5 (excellent) Hazard: Hazard of Waste Matl 1 (low) to 9 (high) Contam: Contamination Rating 0 = uncontaminated 1 = contaminated Thick Yields GW Qual Hazard Contam ----- ------ ------- ------ ------ 0 1 2 4 0 0 6 3 4 0 0 3 3 4 0 0 5 3 4 0 0 5 5 4 0 0 5 5 4 0 0 6 5 4 0 0 6 5 4 0 0 3 5 4 0 0 6 3 5 0 0 6 3 5 0 0 5 5 5 0 0 3 5 5 0 0 4 5 5 0 0 1 3 6 0 0 1 5 6 0 0 4 3 7 0 0 3 3 7 0 0 6 3 7 0 0 1 5 7 0 0 3 5 7 0 0 6 3 9 0 0 4 5 9 0 0 3 5 9 0 0 6 3 9 1 1 1 2 4 0 1 3 3 4 0 1 4 3 4 0 1 4 3 4 0 1 1 3 4 0 1 1 3 4 0 1 4 3 4 0 1 4 4 4 0 1 3 5 4 0 1 3 5 4 0 1 4 5 4 0 1 3 5 4 0 1 3 5 4 0 1 6 5 4 0 1 6 5 4 0 1 4 5 4 0 1 3 3 5 0 1 1 4 5 0 1 5 5 5 0 1 3 5 5 0 1 3 5 5 0 1 6 5 7 0 1 4 5 7 0 2 1 3 2 0 2 4 3 2 0 2 5 5 3 0 2 3 5 4 0 2 4 5 7 0 2 3 5 7 0 3 4 5 7 1 3 6 2 2 0 3 1 5 3 0 3 4 4 4 0 3 3 5 4 0 3 6 5 5 0 3 6 5 6 0 3 6 5 7 0 3 5 5 7 1 4 4 5 3 0 4 1 2 4 0 4 6 5 4 0 4 1 5 5 0 4 4 5 5 0 4 6 3 6 0 4 5 3 9 0 5 1 2 3 0 5 4 3 3 0 5 3 5 3 0 5 1 5 4 0 5 3 5 5 0 5 4 3 6 0 5 1 3 7 0 5 4 5 8 0 5 5 1 8 1 6 1 5 3 0 6 4 2 4 0 6 4 3 4 0 6 6 3 4 0 6 4 3 4 0 6 1 5 4 0 6 1 5 4 0 6 3 5 5 0 6 4 5 6 1 6 4 3 9 1 7 1 5 2 0 7 4 5 2 0 7 6 5 4 0 7 5 3 5 0 7 6 2 6 0 7 1 3 6 0 7 4 5 6 0 7 4 5 7 1 7 4 5 9 0 8 6 5 4 0 9 1 5 2 0 9 4 2 3 0 9 1 3 3 0 9 6 3 3 0 9 4 5 3 0 9 1 5 3 0 9 6 5 3 0 9 1 3 5 0 9 6 5 5 0 9 1 5 5 0 9 3 5 5 0 9 4 5 5 0 9 6 5 5 0 9 3 5 5 0 9 5 5 5 1 9 1 3 6 0 9 3 5 6 0 9 6 3 6 1 9 3 3 6 1 9 4 5 6 1 9 3 5 6 1 9 3 5 7 0 9 4 5 7 1 9 4 5 7 1 9 5 5 9 1