STREAMFLOW, WATER-QUALITY, AND BIOLOGICAL DATA ON STREAMS IN AN
AREA OF LONGWALL COAL MINING, SOUTHERN OHIO, WATER YEARS 1987-89
By Alban W. Coen, III
U.S. GEOLOGICAL SURVEY
Open-File Report 92-120
Prepared in cooperation with the
OHIO DEPARTMENT OF NATURAL RESOURCES,
DIVISION OF RECLAMATION
Columbus, Ohio 1992 U.S. DEPARTMENT OF THE INTERIOR MANUEL LUJAN, JR., Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director
For additional information Copies of this report can write to: be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Books and Open-File Reports 975 W. Third Avenue Section Columbus, OH 43212-3192 Box 25425 Denver Federal Center Denver, CO 80225 CONTENTS Page Abstract 1 Introduction 2 Purpose and scope 2 Overview of longwall coal mining 2 Description of the study area 6 Precipitation during the study period 6 Acknowledgments 10 Methods of study 10 Streamflow measurement 10 Water-quality sampling 10 Collection of stream-biology data 13 Streamflow data 14 Water-quality data 14 Biological data 14 Summary 18 References cited 19 Data tables 21
ILLUSTRATIONS Figure 1. Schematic diagram showing longwall mining process 4 2. Diagrammatic section showing fracture zones in overburden above a longwall panel 5 3. Map showing study area and locations of data- collection sites 7 4. Generalized geologic column for study area 8 5. Map showing location of gaging station at Shade River near Chester, Ohio, in relation to study area 12 6. Graphs showing monthly streamflows of Shade River near Chester, Ohio, water years 1987-89 16 7. Graph showing Invertebrate Community Indexes at study sites, water years 1987-89 17
TABLES Table 1. Selected precipitation data, Meigs County, Ohio 9 2. Characteristics of data-collection sites 11 3. Instantaneous streamflows at study sites, 1987-89 15 4. Daily mean streamflows at study sites, water years 1988-89 21 5. Water quality at study sites, water years 1987-89 29
111 TABLES Continued Page 6. Macroinvertebrate identification and abundance data at study sites, water years 1987-89 35 7. Fish abundance and diversity at study sites, water years 1987-89 61
CONVERSION FACTORS AND VERTICAL DATUM
Multiply By To obtain inch (in.) 25.4 millimeter foot (ft) 0.3048 meter mile (mi) 1.609 kilometer square mile 2.590 square (mi 2 ) kilometer gallon per minute 0.06309 liter per (gal/min) second
Degrees Celsius (°C) can be converted to degrees Fahrenheit (°F) by use of the following equation: °F = 9/5 (°C + 32)
Sea level: In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 a geodetic datum derived from a general adjustment of the first-order level nets of the United States and Canada, formerly called Sea Level Datum of 1929.
IV STREAMFLOW, WATER-QUALITY, AND BIOLOGICAL DATA ON STREAMS IN AN AREA OF LONGWALL COAL MINING, SOUTHERN OHIO, WATER YEARS 1987-89 1
By Alban W. Coen, III
ABSTRACT This report presents data on the first 3 years of a 5-year study of the effects of longwall coal mining on six streams near a mining complex in Meigs, Gallia, and Vinton Counties, Ohio. Longwall coal mining is a method of underground mining in which 75 to 90 percent of the coal is removed; conventional methods, such as room-and-pillar mining, remove only about 50 percent of the coal. Use of the longwall method is expected to increase in Ohio. Collapse or subsidence of the overburden and land surface occurs immediately after the removal of the coal. Such collapse can disrupt surface drainage and the recharge of ground water. The data include streamflow, water quality, and the abundance and diversity of aquatic macroinvertebrates and fish. The data were collected from eight sites on six streams from July 1987 through September 1989. The drainage areas of these sites range from 2.04 to 80.8 square miles and include the major drainages of the area being mined. Total precipitation in 1987 and 1988 in the study area was 78 and 81 percent, respectively, of the annual average (from 1939 to 1989) of 39.59 inches. The total precipitation in 1989 was 135 percent of the annual average. Streams at six of the eight sites were dry for parts of the first 2 years. Specific conductance ranged from 180 to 3,500 microsiemens per centimeter at 25 degrees Celsius, pH ranged from 6.9 to 8.0, and the concentration of total recoverable iron ranged from 80 to 1,800 micrograms per liter. Macroinvertebrate and fish populations indicate a warmwater-habitat rating of fair to good according to Ohio Environmental Protection Agency standards. This information will help provide a data base from which the effects of longwall mining on streams in southern Ohio can be evaluated. Correlations of surface-water quality and quantity with longwall mining were not attempted in this study.
Water year in U.S. Geological Survey reports is the 12-month period, October 1 through September 30. The water year is designated by the calendar year in which it ends. For example, the water year ending on September 30, 1980, is called the "1980 water year." Any year not specified as "water year" in this report is a calendar year. INTRODUCTION The responsibility of permitting and regulating coal min ing in Ohio, including longwall mining, belongs to the Division of Reclamation of the Ohio Department of Natural Resources (ODNR). In 1987, the U.S. Geological Survey (USGS), in coopera tion with the ODNR, began a 5-year study to determine the effects of longwall coal mining on streamflow, water quality, and biology of streams near an area of longwall coal mining in Meigs, Gallia, and Vinton Counties in southern Ohio. Longwall coal mining is an efficient means of coal produc tion that requires less time and personnel per ton of coal removed than do conventional methods of underground mining, such as the room-and-pillar method (Rauch, 1989). Many areas in the coal-mining region of Ohio are geologically suited for longwall mining, and its use is expected to increase. Longwall mining causes immediate collapse or subsidence of the ground over the mined area. The hydrologic effects of this subsidence on nearby streams is not fully understood. Landowners near areas of longwall mining have complained of a reduction or loss of water in streams, farm ponds, and wells (Harry Payne, Ohio Department of Natural Resources, oral commun., 1987).
Purpose and Scope This report presents the first 3 years of data for a 5-year study to determine the quantity and quality of water and the abundance and diversity of aquatic macroinvertebrates and fish at eight stream sites near an active longwall coal mine in southern Ohio. The report also describes the longwall mining technique, the study area, the precipitation during the 3-year data- collection period, and the study methodology. The discharge data in this report are from three continuous-record stations and five partial-record stations in the area of the mine, and from one continuous-record station in an adjacent unmined basin. The water-quality and biological data are from yearly samples or surveys at the eight sites.
Overview of Longwall Coal Mining Conventional room-and-pillar mining can remove only about 50 percent of the coal in a seam because pillars are left to support the roof. Longwall mining is a method of underground mining that removes 75 to 90 percent of the coal from the coal seam, and the roof is allowed to collapse (Burgess and Niple, Ltd., 1986). Conventional room-and-pillar mining is commonly used first, and the area to be longwall mined is left intact in rectangular-shaped panels. The panels in southern Ohio are about 9,000 ft long and 1,000 ft wide. The coal is mined by use of a shearer, which is moved continuously back and forth across the width of the longwall panel (fig. 1). Each pass of the shearer advances the working face about 18 in. The coal falls onto the stage loader and is carried to the surface. The shearer and the operators are protected by a series of hydraulic roof supports. The roof supports advance as the work ing face progresses across the longwall panel, and the roof rocks and overburden collapse behind them. Room-and-pillar mines also can collapse; however, the collapse usually takes place years after the mines have been abandoned. Four zones of disturbance associated with the collapse from longwall mining (Rauch, 1989) caving, deep fracturing, aqui- clude, and surface-rock fracturing are shown in figure 2. The number and extent of these zones depend on the thickness and composition of the overburden. The zone of caving is formed by the collapse of the roof and overburden and is 4 to 6 times as thick as the mined seam (fig. 2). This zone of caving has an increased porosity and permeability. Above the caved zone, new fractures can form, and existing fractures or joints can widen into the zone of deep fracturing. The zone of deep fracturing can extend upward as much as 60 times the mined thickness. Layers of rock can slide along bedding planes as the rocks sag. Competent rocks, such as limestone and sandstone, can fracture, whereas incom petent deposits such as shales and clays can deform. The aquiclude zone is above the zone of deep fracturing. In the aquiclude zone, rocks may be horizontally compressed, may have poor vertical permeability, and may not show any new fractures. At the surface, fractures due to tension can form above the margins of the panels, and compression joints can form above centers of the panels. These tension fractures and compression joints can increase the permeability of the rock. In time, precipitation can wash material into surface cracks and reseal the fissures (Rauch, 1989). The surface expression of mine subsidence depends on the surface topography and the types and thickness of the overlying rocks and soil (Peng and Chiang, 1984). Subsidence of the surface in southern Ohio can be as much as 3 ft (Harry Payne, Ohio Department of Natural Resources, oral commun., 1987). Subsidence associated with longwall mining can affect surface- and ground-water supplies. The length of time water supplies can be affected can range from days to years. Streams can be dewatered. Springs can dry up or be reduced in flow. New springs can form at lower elevations. Water levels in wells can be lowered, and aquifer permeabilities can be increased as a result of fracturing. Previous reports on longwall mining in the study area include those of Burgess and Niple (1986), Tieman and Rauch (1986), and Ground Water Associates, Inc. (1984). ROOF SUPPORTS
Figure 1. Schematic diagram showing longwall-mining process from The Columbus Dispatch, January 24, 1988; reproduced by permission. Tension Compression Tension
Zone of surface rock fracturing
Aquiclude zone
Zone of deep fracturing
\ V Caved zone
~ ZMINED COAL ,~ Coal seam
PANEL
Figure 2. Fracture zones in overburden above a longwall panel (modified from Rauch, 1989). These reports note localized dewatering (sometimes of short duration) of streams and wells, and they suggest that longer studies are needed. Cifelli and Rauch (1986) and Shultz (1989) discuss dewatering of surface- and ground-water supplies near a longwall mining operation in West Virginia.
Description of the Study Area The study area (fig. 3) encompasses about 400 mi 2 and includes parts of Meigs, Gallia, and Vinton Counties in southern Ohio. It includes three underground coal mines near Wilkesville, Ohio, an area of farms and forest. The study area is character ized by a dissected landscape of steep rounded hills and narrow, V-shaped valleys (Stout, 1927). Elevations range from 560 ft to more than 900 ft above sea level, and local relief averages about 200 ft. The area lies between, and is drained by, Raccoon and Leading Creeks. Both streams discharge into the Ohio River. The rock in the area consists of Pennsylvanian sedimentary rocks that dip gently to the southeast. A generalized geologic column is shown in figure 4. The rocks contain repetitive sequences (or cyclothems) of sandstone, shale, claystone, limestone, and coal. The thicknesses and areal extent of indiv idual members are not uniform; in other words, individual members may not underlie the entire study area. The hills and most of the valley floors are underlain by shales, sandstone, and lime stone, all of the Conemaugh Formation, and contain little econ omically minable coal. The Conemaugh Formation is underlain by the Allegheny Formation, which contains several minable coals. The Clarion (number 4A) coal, for example, is mined in the study area. The coal is 50 to 450 ft below the surface, depending on the topography, and is usually 4 to 5 1/2 ft thick. The coal, however, is not present in all places. Sandstone members in the Conemaugh and Allegheny Formations form a series of stacked, perched aquifers. Seeps or springs form at sandstone outcrops. Yields from dug or drilled wells completed in the sandstone average about 4 gal/min (Ground Water Associates, Inc., 1984).
Precipitation during the Study Period A general drought occurred in Ohio during the summers of 1987 and 1988. The spring and summer of 1989, on the other hand, were wet in most of Ohio. The average annual precipitation for the study area during 1931-89 is 39.59 in. (unpublished data, Southern Ohio Coal Company, 1990). Precipitation totals for 1987, 1988, and 1989 (table 1) were 79.8, 83.0, and 139 percent, respectively, of the average annual precipitation during 1931-89. 82°20' 82° 15' 82° 10' 39° 10' I
39°05'
VINTON_CQUNTY GALLIA COUNTY
Base from Ohio Department of Transportation county maps: Gallia. 1978: Meigs. 1983. 4 MiLES Vinton, 1983 4 KILOMETERS EXPLANATION
APPROXIMATE BOUNDARIES OF MINE COMPLEXES
LOCATIONS OF DATA-COLLECTION SITES t Precipitation ) Streamflow and water quality 1 Strongs Run near Wilkesville 2 Strongs Run near Ewington 3 Leading Creek below Carpenter 4 Leading Creek near Langsville 5 Zinns Run near Radcliff 6 Dexter Run near Dexter 7 Unnamed Trib to Ogden Run near Carpenter 8 Flatlick Run near Wilkesville
Figure 3. Study area and location of data-collection sites MEMBER FORMATION
i \ i } uPPer Mahoning Sandstone :'J __) CONEMAUGH
Lower Mahoning Sandstone
Freeport Sandstone
1 >Kittann ing Sandstone ALLEGHENY
Clarion (No.4a) coal
EXPLANATION
Figure 4. Generalized geologic column for study area (thickness of members is variable, and all members are not present in all areas). Table 1.--Selected precipitation data. MeTgs County. Ohio [Location of precipitation gage shown in figure 3. All data in inches. Unpublished data from Southern Ohio Coal Company]
Monthly total Departure f rom Annua 1 Year Jan . Feb. Mar. Apr . May June July Aug . Sept . Oct. Nov. Dec . average total
V£> 1931-89 average-- 2.97 2 .49 3.62 3.54 3.94 4.14 4 .37 3.84 2.99 2.33 2.64 2 .72 0 39.59 1987------1 .70 1 .07 3.20 3.87 2. 18 2.18 4 .34 3.39 2.47 1 .29 2.30 3 .61 -7.99 31 .60 3.58 3 .06 1.53 2.87 2.84 .23 3 .31 3.10 2.57 2.05 4.20 3 .52 -6.73 32.86
^ 10 i IP C Kt K on C CO C O-7 O 01 /i "an /i on A TC 1 TK o i n 1 K AA KK res Acknowledgments The author expresses thanks to the Ohio Department of Natural Resources Division of Reclamation for maps and assis tance in establishing the study and to Jack Freda of the Ohio Environmental Protection Agency (OEPA) for biological sampling. Thanks are also expressed to the Southern Ohio Coal Company for data and to the landowners in the study area for access to their properties during this study.
METHODS OF STUDY Streamflow was measured, and water-quality and biological samples were collected at eight sites (fig. 3). The sites were selected to include the major drainage basins in the mined areas. Drainage areas ranged from 2.04 to 80.8 mi 2 (table 2).
Streamflow Measurement Streamflow-gaging stations equipped to collect continuous gage-height data were installed at three sites. Data collection at these three sites began in October 1987. Frequent Streamflow measurements were made to develop a relation between gage height and Streamflow. Although the gage height was recorded at Strongs Run near Ewington throughout the year, the stations at Zinns Run near Radcliff and at Leading Creek below Carpenter were not operated during the winter months of the 1989 water year. Measurement of instantaneous Streamflow at the remaining five sites began in 1988. Periodic Streamflow measurements were made during base flow, three times each in water years 1988 and 1989. A stream is at base flow when all or virtually all the water in a stream originates from ground-water discharge to the stream. Streamflow also was measured at the USGS continuous-record streamflow-gaging station at Shade River near Chester, about 20 mi east of the study area (figure 5). The Shade River flows through terrain similar to that in the study area, except that the area near Chester contains no longwall mining. Streamflow in the mined area was compared with the Streamflow from the unmined area. More than 20 years of Streamflow record for the Shade River site was available at the date of writing.
Water-Quality Sampling Water samples from each site were collected by use of the Office of Water Data Coordination (1977) in the spring of each year according to USGS sampling techniques. The pH, specific conductance, alkalinity, dissolved oxygen concentration, and temperature of each sample were determined in the field.
10 Table 2.--Characteristics of data-collection sites Type of data collected Cont in- Partial uous - Drain- stream- stream- Number and age flow flow Water name of site Latitude Longitude area record record quality
390413082180900 Strongs Run near Wi Ikesvi 1 1 e --- 1 39°04'13"N 82°18'09"W 5.60 X X 03201947 Strongs Run near 39°01'35"N 82°20'16"W 15.8 X X 390545082135300 Dexter Run near _ . 1 39°05'45"N 82°13'53"W 7.60 X X 03160007 Leading Creek below 39°09'44"N 82°13'12"W 13.3 X X 390222082092200 Leading Creek near 39°02'22"N 82°09'22"W BO. 8 X X 03201929 Zinns Run near Radcliff ------39°07'39"N 82°21'08"W 3.41 X X 390248082204100 F 1 at 1 i ck Run near Wi 1 kesvi 1 le- 1 39°02'48"N 82°20'41"W 7.00 X X 390759082155100 Unnamed Tributary to Ogden Run near 39°07'59"N 82°15'51"W 2.04 X X 03159540 Shade River near Chester 2 39°03'49"N 81°52'55"W 156 X X
Continuous discharge data collected from May through October each year. 2 mining This station is in an area similar to the study area but does not contain longwal 82° 15
39° 15'-
STUDY AREA
02 4 68 10 MILES
0 2 4 6 8 10 KILOMETERS
EXPLANATION
STUDY AREA
GAGING STATION
Figure 5. Location of gaging station at Shade River near Chester, Ohio, in relation to study area.
12 Concentrations of dissolved and total iron, dissolved and total manganese, dissolved and total aluminum, and dissolved sulfate were determined at the USGS National Water Quality Laboratory (Fishman and Friedman, 1989). Streams were dry and were not sampled at three of the eight sites in 1987. All eight sites were sampled in 1988. Streams at two sites were dry and were not sampled in 1989.
Collection of Stream-Biology Data The abundance and diversity of aquatic macroinverte brates (such as insects, crayfish, and worms) in the stream channel were inventoried by personnel from the OEPA. Hester- Dendy Multiplate 2 samplers were placed on the streambeds in shallow water at each of the sites yearly in late spring. The samplers are a series of 3-inch-square fiberboard plates that function as an artificial substrate to which aquatic organisms can attach. The samplers were retrieved 6 weeks later, and any attendant macroinvertebrate organisms were preserved with alcohol (Ohio Environmental Protection Agency, 1987). When the samplers were retrieved, an additional sample of macroinvertebrates from rocks, weeds, and substrate in the stream channel was collected by use of nets and scrapers. Stream condi tions and a description of the surrounding habitat were recorded at each site (Ohio Environmental Protection Agency, 1987). The macroinvertebrate samples were examined in the OEPA Division of Water Quality, Planning and Assessment laboratory, where they were identified and counted (Ohio Environmental Protection Agency, 1989a). An Invertebrate Community Index (ICI) value was determined for each sample. ICI values are determined by comparison of the abundance and diversity of the species found in the sample with data from reference sites of varying water quality. The ICI value can be compared with ICI values for other streams in the OEPA Western Allegheny Plateau ecoregion (of which these streams are a part) and can be used as a general indicator of water quality (Ohio Environmental Protection Agency, 1987, 1989b). ICI values above 36 indicate good warmwater habitat, values from 11 to 36 indicate fair habitat, and values below 11 indicate poor habitat. In 1987, six of the eight samplers were unable to be analyzed because the streams dried up before the samplers were retrieved. In 1988, in anticipation of continuing dry weather, the samplers were installed earlier in the spring. All plates
9 Use of brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey.
13 were recovered. The organisms were at a younger stage of dev elopment than is ideal for identification and for comparison with other samples in the OEPA's data base. In 1989, two of the eight samplers were buried by shifts in streambeds. The abundance and diversity of fish in the streams at the eight sites were inventoried by personnel from ODNR, Division of Natural Areas and Preserves. Fish were collected by use of a 1,750-watt electroshocker, nets, and seines, and were identi fied, counted, and returned to the stream. Fish counts were made only in 1987.
STREAMFLOW DATA Daily mean streamflows at the three gaged sites and at Shade River near Chester are presented in table 4 (at back of report); instantaneous discharges for the remaining five sites are listed in table 3. Streams at six of the eight sites were dry for parts of the 1987 and 1988 water years. A comparison of monthly mean streamflows for water years 1987-89 with mean monthly streamflows for 25 years of record for Shade River near Chester, Ohio indicates that streamflows were below average for most of 1987 and 1988 and that streamflows in most of 1989 were above average (fig. 6). These abnormal precipitation and streamflow conditions could make it difficult to determine changes in streamflow, water qual ity, and biology resulting from longwall mining during these years.
WATER-QUALITY DATA Water-quality analyses for the eight sites are listed in table 5 (at back of report). Streams at some sites were nearly dry or dry during 1987 and (or) 1988. Specific conductance ranged from 156 to 3,500 pS/cm. The pH ranged from 6.9 to 8.0. Concentration of total recoverable iron ranged from 80 to 1,800 pg/L. Concentration of dissolved sulfate ranged from 15 to 1,500 mg/L. Concentration of dissolved aluminum ranged from less than 10 to 50 pg/L. Concentration of dissolved manganese ranged from 30 to 2,200 pg/L.
BIOLOGICAL DATA The Invertebrate Community Index (ICI) values for each of the sites are shown in figure 7. The ICI values ranged from 16 to 40. Two samples indicated "good" warmwater habitat in 1989.
14 Table 3.--Instantaneous streamflows at study sites. 1987-89 2 3 [ml , square miles; ft /s, cubic feet per second]
Drai n- age St ream- Site Site area f 1 ow 2 number name (mi ) Date (ft 3 /s)
390545082135300 Dexter Run near 7.60 July 21, 1987 0 Dexter May 25, 1988 2 .02 June 23, 1988 0 July 12. 1988 0 August 3, 1989 < .01 September 21 , 1989 .28 390248082204100 FlatHck Run 7.00 July 21. 1987 .04 near Wilkesville October 8, 1987 .01 May 26, 1988 1 .09 June 22, 1988 < . 10* July 13, 1988 0 August 3, 1989 . 15 September 2 1 , 1989 .58 390222082092200 Leading Creek 80.8 July 21. 1987 .33 near Langsvllle October 8. 1987 .04 May 26, 1988 15 .94 June 23, 1988 8 .26 July 13, 1988 < . 10* August 3. 1989 6 .04 September 21 , 1989 9 .59 390413082180900 Strongs Run 5.60 July 21, 1987 0 near Wilkesville May 25, 1988 2 .63 June 22. 1988 0 July 13. 1988 0 August 3, 1989 0 September 21 , 1989 .99 390759082155100 Unnamed Tributary 2.04 July 21, 1987 0 to Ogden Run near May 25, 1988 .40 Carpenter June 22, 1988 0 July 13, 1988 0 August 3, 1989 < .01 September 21 . 1989 .051 *Estimate 439 WATER YEAR 1987 400 - - 329 3J_7_ 300 - 305 _ _287_ - 231 222 _203_ _2±0_ 200 - 177 - 118 128 inn 101 -U -. 69.8 53.2 51.9 I |4^.O1 jll O 12.5 10.5 I P40 I 1PQ In ^
OVA; O WATER YEAR 1988
O 400 - - O LU CO 317 DC 305 LU 300 _287 O. _ 222 L1J 2Q3, 2_L°_ L1J 200 - - LL 162 159 g m 118 118 o 100 - 8^3 -1_ 73.8 69.8 53.2 z 48.8 33.4 i T~ ~ ~\-428 20.2 0.98 2.37 I 3.30 I 0.72 |~0.74 LiJ n 0.42
f\AJ O 649 WATFR YFAR 1QftQ CO O 600 -
500 _ 447
400 387 379
_3V7 _ 305 300 _287_ 236 on, , 226 222 203 215 200 - 210 161 ~~ 118 _ 87.4 87.3 7 « o _ 100 _ f'jjj _ 69.8 ^ _ _5312_ 49.3 - 42.8 0.99 0 00- NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT
EXPLANATION
12.5 MONTHLY MEAN STREAMFLOW 53.2 MEAN MONTHLY STREAMFLOWS ' ~ FOR PERIOD OF RECORD (1965-89)
Figure 6. Monthly streamflows of Shade River near Chester, Ohio, water years 1987-89.
16 60 I A 1987 X 1988 O 1989 50
X O 40 O O Good warmwater habitat Z D O Fair warmwater habitat A o 30 o x LLJ O £ CO LLJ £ 20
O O Fair warmwater habitat 10 Poor warmwater habitat
LEADING LEADING DEXTER TRIBUTARY STRONGS STRONGS FLATLICK ZINNS CREEK CREEK RUN TO OGDEN RUN RUN RUN RUN BELOW NEAR NEAR RUN NEAR NEAR NEAR NEAR NEAR CARPENTER LANGSVILLE DEXTER DEXTER WILKESVILLE EWINGTON WILKESVILLE RADCLIFF
Figure 7. Invertebrate Community Indexes at study sites, water years 1987-89 (as calculated by methods in Ohio Environmental Protection Agency, 1987). The remaining 1989 samples and all the samples from 1987 and 1988 indicated "fair" warmwater habitat. The range in the 1989 sample (16-40) could be attributed to the variable effect of sediment- laden water, which could affect the ability of macroinvertebrates to attach to the samplers. The number of fish species identified at each site ranged from 8 to 29. The total number of individual fish counted at each site ranged from 30 to 965. Macroinvertebrate species found at each site are listed in table 6 (at back of report). Fish species found at each site are listed in table 7 (at back of report).
SUMMARY Data on streamflow, water quality, and abundance and divers ity of macroinvertebrates and fish were collected at eight sites during the first 3 years of a 5-year study of the effects of longwall coal mining on streams near an active mining complex in southern Ohio. The data collected are the beginnings of a data base documenting streamflow, stream-water quality, and stream biology of eight streams in an area of longwall coal mining. Eventually, these data will provide a base from which the effects of longwall mining on streams in southern Ohio can be determined. Correlations between streamflow, stream-water quality, and stream biology and longwall mining have not been attempted. Precipitation in 1987, 1988, and 1989 was 80, 83, and 139 percent, respectively, of the 39.59-in. average for the study area. Several streams were dry for periods in 1987 and 1988. Specific conductance ranged from 180 to 3,500 yS/cm. The pH ranged from 6.9 to 8.0. Concentration of total recoverable iron ranged from 80 to 1,800 ug/L. Concentration of dissolved sulfate ranged from 15 to 1,500 mg/L. Concentration of dis solved aluminum ranged from less than 10 to 50 ug/L. Concen tration of dissolved manganese ranged from 30 to 2,200 yg/L. The ICI values for macroinvertebrates ranged from 16 to 40. Two samples in 1989 indicated "good" warmwater habitat. The remaining 1989 samples and all the samples from 1987 and 1988 indicated "fair" warmwater habitat. The number of fish species identified for sites in the study area ranged from 8 to 29. The total number of individual fish counted at each site ranged from 30 to 965.
18 REFERENCES CITED Burgess and Niple, Ltd., 1986, Hydrology of Meigs mining complex, Southern Ohio Coal Company: Columbus, Ohio, 34 p. Cifelli, R.C., and Rauch, H.W., 1986, Dewatering effects from selected underground coal mines in north-central West Virginia, in 2d Workshop on Surface Subsidence due to Underground Mining, Morgantown, W. Va., Proceedings: 14 p. Columbus Dispatch, January 24, 1988, Columbus, Ohio. Fishman, M.J., and Friedman, L.C., 1989, Methods for determin ation of inorganic substances in water and fluvial sedi ments: U.S. Geological Survey Techniques of Water- Resources Investigations, book 5, chap. Al, 626 p. Ground Water Associates, Inc., 1984, Effects of land subsidence on the hydrologic balance in the vicinity of the Meigs No. 2 mine, Meigs and Vinton Counties, Ohio: Westerville, Ohio, 65 p. Office of Water Data Coordination, U.S. Geological Survey, 1977, National handbook of recommended methods for water-data acquisition: Reston, Va., U.S. Department of the Interior [variable pagination]. Ohio Environmental Protection Agency, 1987, Biological criteria for the protection of aquatic life User's manual for biological field assessment of Ohio surface waters, volume II: Columbus, Ohio, Division of Water Quality Monitoring and Assessment, 180 p. 1989a, Ohio EPA manual of surveillance methods and quality assurance practices: Columbus, Ohio, Division of Environmental Services, 43 p. 1989b, Addendum to biological criteria for the protection of aquatic life User's manual for biological field assessment of Ohio surface waters, volume II: Columbus, Ohio, Division of Water Quality Monitoring and Assessment, 21 p. Peng, S.S., and Chiang, H.S., 1984, Longwall mining: New York, John Wiley, 708 p. Rauch, H.W., 1989, A summary of the ground water impacts from mine subsidence in the north central Appalachians: The Eastern Mineral Law Foundation, 31 p. Shultz, R.A., 1989, Ground-water hydrology of Marshall County, West Virginia, with emphasis on the effects of longwall coal mining: U.S. Geological Survey Water-Resources Investigations Open-File Report 88-4006, 147 p.
19 Stout, Wilber, 1927, Geology of Vinton County: Ohio Geological Survey Bulletin 31, 363 p. Tieman, G.E., and Rauch, H.W., 1986, Study of dewatering effects at an underground longwall mine site, in the Clarion 4A seam of the northern Appalachian coalfield: White Plains, N.Y., Malcolm-Pirnie, Inc., 70 p.
20 Table 4.--Dally mean streamf1ows at study sites, water years 1988-89
[Dashes indicate no data available]
Daily mean streamflow, in cubic feet per second, water year 1988 (October 1987 to September 1988) mean values
Day Oct . Nov. Dec . Jan. Feb. Mar. Apr. May June July Aug. Sept.
03201947 STRONGS RUN NEAR EWINGTON, OHIO
1 0.00 0.00 0.00 1 .9 2.8 1 .6 4. 1 2.9 0.69 0.21 0.00 0.00 2 .00 .00 .00 1 .9 246 1 .3 4.0 2.6 .62 .20 .00 .00 3 .00 .00 .00 1 .8 70 2.3 5.0 2.4 .56 . 18 .00 .00 4 .00 .00 .00 1 .2 54 189 98 2.2 .54 . 15 .00 .00 5 .00 .00 .00 .80 23 98 22 2.5 .56 . 1 1 .00 .00 6 .00 .00 .00 .50 2.5 22 15 4.3 .51 .06 .00 .00 7 .00 .00 .00 .31 4.0 22 16 3.5 .48 .01 .00 .00 8 .00 .00 .00 .28 8. 1 39 14 2.9 .48 .00 .00 .00 9 .00 .00 .00 . 27 6.9 22 1 1 2.7 .47 .00 .00 .00 10 .00 .00 .00 .25 5.9 8.5 9.5 3.3 .48 .25 .00 .00 1 1 .00 .00 .01 .24 5.3 6.9 8.4 2.7 .47 .30 .00 .00 12 .00 .00 .00 .23 5.2 6.5 7.2 2.2 .45 .23 .00 .00 13 .00 .00 .00 .22 4. 1 12 6.2 1 .9 .46 .20 .00 .00 14 .00 .00 .05 .22 2.0 9.2 5.2 1 .9 .61 .18 .00 .00 15 .00 .00 .53 .21 3.7 7.6 4.4 1 .8 .41 . 16 .00 .00
16 .00 .00 .96 1 . 1 3.2 6.8 3.9 1 .6 .34 .07 .00 .00 17 .00 .00 .94 1 .5 2.7 6.4 3.7 1 .4 .33 .00 .00 .00 18 .00 .00 .85 2. 1 2.3 6.3 7. 1 1 .2 .32 .00 .00 .00 19 .00 .00 .82 3.8 2.9 8. 1 10 1 .2 .30 .00 .00 .00 20 .00 .00 1 . 1 37 5.8 7. 1 7.2 1 . 1 .30 . 16 .00 .00 21 .00 .00 1 .2 1 1 4.2 6.0 6.3 1 . 1 .30 .30 .00 .00 22 .00 .00 1 . 1 7. 1 3.5 5.3 6.3 1 .8 .30 .20 .00 .00 23 .00 .00 1 . 1 5. 1 3.7 5.0 6.6 1 .6 .28 . 18 .00 .00 24 .00 .00 1 . 1 3.7 3.4 4,9 5.5 1 1 .27 . 16 .00 .00 25 .00 .00 1 .4 3.2 2.9 4.6 4.8 5.4 .24 . 1 1 .00 .00
26 .00 .00 7.7 2.4 2.2 5.5 4.4 3.0 .24 .05 .00 .00 27 .00 .00 5.3 2.2 2.3 5.3 1 .9 1 .9 .22 .02 .00 .00 28 .00 .00 3.4 2.0 2. 1 4.5 3.6 1 .4 .20 .00 .00 .00 29 .00 .00 2.7 1 .9 1 .8 4.5 3.6 1 . 1 . 19 .00 .00 .00 30 .00 .00 2.2 2.0 __ 4. 1 3.2 .92 .21 .00 .00 .00 31 .00 -- 1 .9 2.2 -- 4.0 -- .75 -- .00 .00 --
Total 0.00 0.00 34.36 98.63 486.5 536.3 308. 1 76.27 1 1 .83 3.49 0.00 0.00 Mean .000 .000 1.11 3. 18 16.8 17.3 10.3 2.46 .39 . 1 1 .000 .000 Max 1 mum .00 .00 7.7 37 246 189 98 1 1 .69 .30 .00 .00 Mini mum .00 .00 .00 .21 1 .8 1 .3 1 .9 .75 . 19 .00 .00 .00 Table 4.--Dally mean streamflows at study sites, water years 19BB-B9--Cont1nued
Daily mean streamflow, 1n cubic feet per second, water year 1989 (October 1988 to September 1989), mean values
Day Oct . Nov. Dec . Jan. Feb. Mar. Apr. May June July Aug. Sept .
03201947 STRONGS RUN NEAR EWINGTON. OHIO--Cont i nued 1 0.00 0.00 0.50 15 5.7 19 84 104 6. 1 6.5 0. 18 3.3 2 .00 .00 .34 15 5.4 15 37 81 4.9 5.2 . 15 5.2 3 .00 .00 .28 10 80 13 36 50 4.6 6.3 . 14 1 .9 4 .00 .00 .25 8.4 56 12 89 30 6.5 28 . 14 1 .2 5 .00 .01 .22 7.3 30 345 107 64 127 153 .20 1 .0 6 .00 .02 . IB 20 17 300 36 36 32 16 .28 .95 7 .00 .02 . 13 19 1 1 80 28 25 14 9.4 .21 .98 8 .00 .02 . 1 1 61 9.9 40 25 19 9. 1 6.7 . IB .0 9 .00 .00 .09 22 7.4 25 28 126 1 1 5. 1 . 17 . 1 10 .00 .00 .09 12 6.4 20 19 122 9.4 3.4 . 17 . 1 1 1 .00 .00 .09 9.4 5.8 17 15 40 6.5 2.6 . 12 . 1 12 .00 .00 .09 151 5.2 13 12 27 7.4 2.4 . 10 . 1 13 .00 .00 .09 63 5.0 12 1 1 23 10 2.3 . 10 . 1 14 .00 .00 .09 23 4.8 10 9.3 51 8.9 1 .9 . 10 1 .3 15 .00 .00 .09 74 4.5 9.8 9.7 154 17 1 .4 . 10 2.7 to 16 .00 .00 .09 46 600 8. 1 9.2 56 21 1 .0 . 10 2. 1 to 17 .00 .00 . 13 35 300 7.6 8.0 30 13 .74 . 10 3.8 IB .00 .00 . 10 25 60 9.2 8.6 20 8.0 .64 . 15 2. 1 19 .00 .07 .09 17 20 9.5 104 15 6.9 1 .5 . 19 1 .5 20 .00 40 .08 1 1 18 21 26 12 214 3.3 . 19 1 .2 21 .00 25 .09 7.6 195 155 17 12 33 1 .2 .66 1 . 1 22 .00 4.9 .50 5.4 54 37 13 9.0 24 .70 .29 6.2 23 .00 1 .8 3.8 5.0 25 22 10 13 16 .45 1 1 158 24 .00 1 . 1 108 5.7 IB 17 8.8 16 10 .34 19 134 25 .00 .84 43 5.4 15 14 9.0 23 7.3 .29 9.5 25 26 .00 .75 1 1 5.2 18 1 1 745 187 6.2 . 19 3.3 10 27 .00 .68 8.2 7.8 24 10 198 42 4.6 . 15 1 .4 5.4 28 .00 .68 15 6.4 20 9.0 542 19 87 .40 1 .7 4.3 29 .00 .90 16 5.6 16 593 14 16 .23 4.7 3.7 30 .00 .68 9.7 5.6 -- 200 371 1 1 8.8 . 17 1 15 3.2 31 .00 -- 7.8 7.0 -- 251 -- 7.8 -- .24 5.8 -- Total 0.00 77.47 226.22 710.8 1621 . 1 1728.2 3208.6 1438.8 750.2 261 .74 175.42 386.63 Mean .000 2.58 7.30 22.9 57.9 55.7 107 46.4 25.0 8.44 5.66 12.9 Max 1mum .00 40 108 151 600 345 745 187 214 153 1 15 158 Minimum .00 .00 .08 5.0 4.5 7.6 8.0 7.8 4.6 . 15 . 10 .95 M o a. o o o o o o o o o o o o o o o o o o o o o o o o o O O O O O 1 o o o o ^ 0) o o o o o o o o o o o o o o o o o o o o o o o o o O O O O O 1 o o o o 03 o o 03 O1 t_ o 0) O) o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o A 3 o o o o o o o o o o 00000 o o o o o o o o o o o o o o o o o o o o E 0> o o 4-> a a> i/) X 0 in in in tn CM O O O O (O o> co in in T o o o o in a> to «r «r co o o o o o o in co co o *-> 3 o o o o o o o o o o Q f- O o o o o o o o o o o o o o o o o o o a> o o r*» o o 03 en
L. 0) 01 00 03 03 l*» tO in *r co co «r «- co r- o in - oo oo r*» r- i^ r» r*» to (o (O in in in in i CM - o in
~3 4-> o CO U 0
00 03 X ^ en to *r r*» «- o in 03 o CM in en in CM co - en in U 201929 n 3 U c co in CM o u o o o o o O O O O O O O O O O o o o o o o o o o o co CM N u> n E E 3 3 - E E X - CM n *r in to r*» co 01 o CM co *r in to r*» 03 en o i- CM co *r in to r^ 03 en o «- (0 C -- a o a> 23 Table 4.--Daily mean streamflows at study sites, water years 1988-89--Cont1nued Daily mean streamflow, in cubic feet per second, water year 1989 (October 1988 to September 1989), mean values Day Oct . Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 03201929 ZINNS RUN NEAR RADCLIFF, OHIO Cont inued 1 0.00 0.00 201 310 1 .4 1 .3 0.00 1 .4 2 .00 .00 201 412 1 .8 1 . 1 .00 1 .3 3 .00 .00 117 162 1 .3 3.7 .00 .74 4 .00 .00 29 6 .8 1 .2 2.9 .00 .49 5 .00 .00 15 12 8 .8 2.5 .00 .38 6 .00 .00 7 .4 7 . 1 3 .4 1 .6 3.8 .29 7 .00 6 .0 5 .4 1 .9 1 .2 55 .23 8 .00 5 .7 4 .4 1 .A .88 94 .21 9 .00 5 .8 25 1 .7 .67 50 . 12 10 .00 4 .2 19 1 .2 .56 .29 .09 1 1 .00 3 .5 12 .98 .45 .00 . 1 1 12 .00 2 .9 7 .3 1 .3 .41 .00 .08 13 .00 2 .2 5 .8 1 .5 .83 .00 .03 14 .00 1 .9 5 .5 1 .3 .47 .00 . 12 15 .00 2 .0 1 1 7 .5 .21 .00 .37 to 16 .00 ! .7 8 .0 5 .3 . 15 .00 .44 17 .00 T .5 5 .6 2 .9 .09 .00 .52 18 .00 2 .7 4 .3 1 .7 .04 .00 .26 19 .00 19 3 .4 1 .5 .46 .00 . 16 20 .00 5 .5 3 .0 34 .53 .00 . 1 1 21 .00 31 3 .8 5 .3 6 .0 .20 .43 .06 22 .00 9.9 2 .8 3 .2 7 .5 . 10 .78 .57 23 .00 5.2 2 . 1 7 .0 3 .8 .03 3.5 13 24 .00 4.0 1 .8 8 .3 2 .5 .00 2.0 3.7 25 .00 3.3 2 .2 4 .9 1 .7 .00 1 .3 1 .8 26 .00 2.7 83 26 1 .3 .00 .67 1 .2 27 .00 2.1 116 65 2 .0 .00 .43 .79 28 .00 1.9 87 102 8 .6 .09 .28 .66 29 .00 13 195 77 2 .7 .00 .20 .57 30 .00 28 285 6 .6 1 .7 .00 3.8 .51 31 .00 106 - 1 .9 __ .00 .79 -- Total 0.00 1413 .7 1336 .8 1 19 .88 20.47 217.27 30.31 Mean .000 47 . 1 43 . 1 4 .00 .66 7.01 1 .01 Max 1mum .00 285 412 34 3.7 94 13 M1 n1 mum .00 1 .5 1 .9 .98 .00 .00 .03 -!- a o o CM in *r o o o o o o o o o o o o o o o o r* CD in co o 0) o o o o o o o o o o o o o o o o o o o o o o CM in o r* ,- CD r- i in r- o o CO o CM in ^r ^r co co co in 01CO CM (. 0) 00 PO CO 01 in *r co *r *r CM in *r oo CM 000000 aj *r o n m o r» *r CM o 01 r* in *r CM CM CM *- r- 0 0 0 - O 00 00 o o o o o o in *r o o E 4-> Q. 0) to X O ao CM ao m in ^r CD CM o o o o o o o o o o o CM CM Ol O 4-> 3 r^ ID *r co CM O 0 0 0 O 0 0 0 0 0 O 0 0 CM in CM m o co 01 ^r o co ^r r* co o r- o CM CO Ol CD in *r co co co CM CM ao - co 00 in O) l_ 0) 0) C CD 1 CD CO CD n 3 M- co in o r^ o in CM CD ^r o r* ^r CM 01 r* in co - ao in co *- 01 i CM sf Ol «- CM r- co CD > o o a a a a o - co ^r o o o o o o a o o o CM sr co in o o CO co in - in r>- CO Ol CO CD CO co in - o o co in CD r* i co co r* E E 3 3 - E E X CM co ^r in CD r- ao 01 o *- CM co *r in ID r* co 01 o - CM co ^r in CD l>~ CO Ol O - « C »- »- o O 0) (0 ~- HS S S 25 Table 4.--Dally mean streamflows at study sites, water years 1988-89--Continued Dally mean streamflow. In cubic feet per second, water year 1989 (October 1988 to September 1989), mean values Day Oct Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug, Sept 03160007 LEADING CREEK BELOW CARPENTER, OHIO Continued 1 2.8 5 .4 1 .3 46 43 4 .8 6. 0 1 .2 12 2 2.5 5 . 1 1 . 1 23 36 3 .9 4. 0 .68 12 3 2.3 4 .7 1 .0 23 24 3 .6 4. 7 .63 4 .9 A 2.0 4 .6 .90 71 18 3 .6 6. 9 .60 2 .9 5 1 .7 20 .80 57 43 75 6. 3 28 1 .9 6 1 .4 35 .70 24 24 31 5. 0 28 1 .5 7 1 .3 19 .60 18 19 9 .7 3. 0 5 .5 1 .3 8 1 . 1 14 .54 16 16 5 .8 2. 2 2 .8 1 . 1 9 .99 6 .0 .46 17 100 6 .3 1 . 6 1 .6 1 .0 10 .89 3 .2 .40 12 62 8 .6 1 . 3 .98 .77 1 1 .82 1 .7 .36 Q .6 48 4 .3 1 . 2 .64 .82 12 .74 .98 .31 8 . 1 33 6 .4 59 .50 .80 13 .64 1 .2 .27 7 .0 22 45 17 .38 .65 14 .55 .98 .24 6 .2 21 38 8. 4 .38 .83 15 .49 1 /I __ _ f+ .6 40 62 3. 4 .33 2 .3 __ N) 16 .42 1 .2 6 .6 29 39 2. 1 .30 . 4 .5 a\ 17 .40 .90 -- 5 .3 21 19 1 . 5 .29 16 18 .51 .60 -- 6 .7 17 1 1 1 . 1 .62 3 .3 19 .49 2 .5 62 13 7 .7 3. 4 1 . 1 2 . 1 20 .42 7 .0 -- 17 1 1 58 6. 8 .60 1 .6 21 .51 5 .5 __ H 19 19 2. 5 20 1 . 1 22 .66 5 .0 -- 8 .0 12 12 1 . 6 6 . 1 22 23 .66 2 .7 -- 6 .5 27 8 .7 1 . 1 124 133 -- 24 .88 2 .0 ' 5 .6 33 5 .8 ^ 85 90 24 25 4.4 1 .5 6 .5 14 4 .2 79 25 9 .4 26 6.9 1 .7 __ 135 139 13 62 9 .7 6 .2 27 6.5 1 .8 -- 75 30 5 .0 1 . 5 5 .3 3 .4 28 6.0 2 .0 -- 152 18 222 1 1 3 .6 2 .6 29 5.5 1 .7 -- 134 10 24 2. 6 3 .0 2 . 1 30 5.4 1 .5 -- 46 8.6 10 1 . 2 57 2 .0 31 5.4 -- -- __ 6.3 - - 1 . 7 8 .3 -- Total 65.27 160 .56 __ 1021 .7 956.9 766 .4 170. 36 427 . 13 278 .07 Mean 2.11 5 .35 -- 34 . 1 30.9 25 .5 5. 50 13 .8 9 .27 Max imum 6.9 35 -- 152 139 222 59 124 133 Mi nimum .40 .60 -- 5 .3 6.3 3 .6 62 .29 .65 LZ S S 2 H -- 0) ro 0 o ro en x» to CO CO CO CO CO CO CO CO CO J» ui en ui co ro ro co co Jk j» n J» CO ro CO CO O) O CD O) CO CO CO tO tO - -> Jk CD to to to to m O CO J» tD UI ^» CD on O 0) co to ro - _ _ _. co ro - o i ..... z 3 J» ro to ui 1 - Jk CD CD -J ui j» jk ui en -j to o -j en on CD CD ro CO CO CD CD >! *j *j "*j en en 0 CD CD to en UI *> CO en to co o o -J ro ro co CD O ui ro o o o o to co < 0) 3 C/l r*- en _ _. O> ro ro ro co ui >< en on ^ (D ro -J o -J -» x» o o ro -J O) CO CO UI ui * & en ui £> CO CO X» CO CO CO CO J» UI co co ro co ro o 0) (D 3 _. ro ui ui ui en _. to _. en o ro - -j _. _ _, _^ J» 0) ro to t/1 -n (D co CD en o 1 1 CO J» -t» J» ui en en en ro J» co co co CO CO CO Jk Jk * ui en o x» X» CO 00 O Jk I (D (D ui o ro -j 1 1 O) O X» X» ui ui en -j o co en -i ui ui en -vi co o ro ^1 X» O) O CO o x» o en 01 _. to _, _. _. _. ro co UI >! m 2 (D ro to ui co j» ui en -J CD -j J» UI UI UI -J oo CD en "*j *»j CD co ro -vi co to o co to to O) co ro co 33 ffl n CD O tD X* to ui o ui ui CO - J» tD O ro - ->l O >! ro O O ro ro -j x» co - ro O x^ co CD ro T o z ^ m CL 3 " 33 (D X CO o D) 0) en ui - ro - ro ro ro ui en I > 3 rt- CO 00 UI 1 CO J» J» J» J» ui en on en -j O O UI CO Jk x» m ui en CD to co o o o 00 CD UI £k ^k m 13 ID «> -g CD x» i to - m to *» - co co ro jk ro -j to co CO CO CD CD to oo ui o ui UI >! O tO CD t/i T < -1 H a m 33 ^ *< C (D * (D D) o W T (O CO CO - ro J» en J» ro co ro ro ro ro co co .t» .t» in -vi CD -J ro ro ro co 0 2 to to co ui O -J n CD ro ro ro co co J» ui ui en -j CD C r*- 3 O ui en co o i ui ui ui ui en en CD CD CD oo CD ro J» ro x» a> oo o ro en CD co to -j - ro o co en (D a- CO -J O 1 CO X» J» tD X» CD O - O O "J a> to I* O ro J» CD ro co ro J» _. co -j -g ro - - 0 -J CO CO CO UI CD tD -» X» to co ro CD -g J» j» j» CO CO .£» .£* £» CO CO CO CO CO CD .k .t* £> £> C ft- o o to j»cn ui & o ro ^ -to a>a> o o - o -si ro ui cn o ^ ID 13 ro rt- ro -* _. _. ID 3 CO X» -J CO J» J» J» J» J» ui en en en en on m ui ui en ui ui en -j oo tO tO tD CD oo to j» - C to ro to to ro co - ui en - ro - ro Jk on to -vi jk o UI 0) CO 01 tO en to ui to 0) CO (0 ID ro CD ro -* o C/) CD (D CO J» -J - 1 (0 CD 00 CD 00 co -vi en en ~J vi ui o> en m UI UI O) UI UI 0) -vi co ID ro Jk J» CO CO 13 ^ on £* o I -g ro x» en ui -vl CO -v| ^» CJ on -J co ro 00 -J UI tO en ui en CD en 01 rt- M o> ^r co in to Ol O) - tO O r>oi^r^r> f in «- r~ r^ oo 01 o o ^r CO - - tO ^T 1 CD m o T » Q. oo »» in o r~ in ^r ^r co co CO CM CM «t in to f CO O) CO T 00 00 t^- 00 oo co o oo r» i in - oo CM / * (U - CM - - i CM 0) Q o co - - r> tO CM ^ ^ CO to «- r~ t CM in co o (O CO O O 00 01 »» to in o - Ol tO O CM J3 3 co in »» co r~ o in ao in co CM CM f oo r^ - 01 co ^r CM o CM f o oo in r~ O CO CM 9- E «( CO . 9 co o in m CM r- 9- CM in co CM m 0) *~ " *~ r> - to0) ^* o o ^r o in o to to co ^r co - ao o oo «r r* oo r~ CM m o to oo t f O CD CO CO r^ - o ^r 4-> 3 a r-- to a a r~ r> ^r co co CO CM - O 00 f CO M CM 00 oo ^r co CM co CM r> in oo co o 01 co in CM "^ ^- »» CM CM 9 co r~ CM - 9- 01 - r~ 00 9 ^ *~ 00 Ol 01 C in CM CM oo o CM CD O - Ol o in oo co in 00 00 tO f O to in in - CM 00 00 O - 9- \ Ol CO O CM f\ ~)3 r» co in in o 01 CM ao r^ 01 r^ in »» in in (O «- 00 CM r^ in co o o r^ co ^ oo in i r> o ^r in Q ^ . CO CM - CO CM 9- 9- CO CM f - O CM CM H 9 to - u o o a> s^ 3 C 01 T- 00 >, +J oo co h- in r» ^ in r~ oo o f to co co oo in in oo co co co in in T 01 co 28 Table 5. Water quality at study sites, water years 1987-89 [ft 3 /s, cubic feet per second; viS/cm, micro-Siemens per centimeter at 25 degrees Celsius; °C, degrees Celsius; mg/L, milligrams per liter; ug/L, micrograms per liter] Sul- Spe- Alka- fate, Stream- cific linity, dis- flow, con- Temper- Oxygen, field solved instan- due- ature, dis- (mg/L (mg/L taneous tance water solved as as Date (ft 3 /s) (US/cm) pH (°C) (mg/L) CaCO 3 ) SO* ) 03160007 LEADING CREEK BELOW CARPENTER, OHIO MAY 1988 26. .. 1.7 525 7.9 12.5 8.2 158 87 AUG 1989 03. . . 0.45 460 7.7 16.5 5.7 80 58 03201929 ZINNS RUN NEAR RADCLIFF, OHIO MAY 1988 25. . . 0.49 260 7.3 13.0 9.3 42 50 03201947 STRONGS RUN NEAR EWINGTON, OHIO MAY 1988 26. . . 3.0 215 7.5 14.0 8.8 41 68 AUG 1989 04. .. 0.18 220 7.9 19.0 6.2 78 25 29 tabShead Table 5. Water quality at study sites, water years 1987-89 Continued