Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS

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14 Stream-Profile Analyses Using a Step-Backwater Model for Selected Reaches in the Chippewa Creek Basin in Ohio 964 1 National Geodetic Survey, Retrieval Date = JULY 14, 2006 KY1726 *********************************************************************** KY1726 DESIGNATION - 964 KY1726 PID - KY1726 KY1726 STATE/COUNTY- OH/WAYNE KY1726 USGS QUAD - RITTMAN (1994) KY1726 KY1726 *CURRENT SURVEY CONTROL KY1726 ___________________________________________________________________ KY1726* NAD 83(1986)- 40 57 56. (N) 081 50 05. (W) SCALED KY1726* NAVD 88 - 294.065 (meters) 964.78 (feet) ADJUSTED KY1726 ___________________________________________________________________ KY1726 GEOID HEIGHT- -33.19 (meters) GEOID03 KY1726 DYNAMIC HT - 293.935 (meters) 964.35 (feet) COMP KY1726 MODELED GRAV- 980,174.9 (mgal) NAVD 88 KY1726 KY1726 VERT ORDER - FIRST CLASS I KY1726 KY1726.The horizontal coordinates were scaled from a topographic map and have KY1726.an estimated accuracy of +/- 6 seconds. KY1726 KY1726.The orthometric height was determined by differential leveling KY1726.and adjusted by the National Geodetic Survey in June 1991. KY1726 KY1726.The geoid height was determined by GEOID03. KY1726 KY1726.The dynamic height is computed by dividing the NAVD 88 KY1726.geopotential number by the normal gravity value computed on the KY1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KY1726.degrees latitude (g = 980.6199 gals.). KY1726 KY1726.The modeled gravity was interpolated from observed gravity values. KY1726 KY1726; North East Units Estimated Accuracy KY1726;SPC OH N - 144,450. 656,000. MT (+/- 180 meters Scaled) KY1726 KY1726 SUPERSEDED SURVEY CONTROL KY1726 KY1726 NGVD 29 (??/??/92) 294.273 (m) 965.46 (f) ADJ UNCH 1 1 KY1726 KY1726.Superseded values are not recommended for survey control. KY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KY1726.See file dsdata.txt to determine how the superseded data were derived. KY1726 KY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF297352(NAD 83) KY1726_MARKER: DD = SURVEY DISK KY1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE KY1726_SP_SET: BRIDGE KY1726_STAMPING: 964 KY1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KY1726 KY1726 HISTORY - Date Condition Report By KY1726 HISTORY - UNK MONUMENTED USGS KY1726 HISTORY - 1967 GOOD NGS KY1726 HISTORY - 1971 GOOD OHDT KY1726 HISTORY - 1987 GOOD OHDT KY1726 KY1726 STATION DESCRIPTION KY1726 KY1726’DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KY1726’1.1 MI SE FROM STERLING. KY1726’ABOUT 1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD KY1726’FROM THE CROSSING OF COUNTY ROAD NO. 60 AT STERLING, IN SECTION KY1726’9, R 12 W, T 18 N, BETWEEN THE BALTIMORE AND OHIO RAILROAD AND KY1726’THE ERIE-LACKAWANNA RAILROAD, NEAR B AND O RAILROAD MILEPOLE KY1726’154-32, 65 FEET WEST OF THE ERIE-LACKAWANNA RAILROAD MILEPOST KY1726’S 223, SET ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
KY1726’OF A 36-FOOT CONCRETE BRIDGE UNDER THE ERIE-LACKAWANNA RAILROAD, KY1726’46.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE B AND O KY1726’RAILROAD, 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE KY1726’ERIE-LACKAWANNA RAILROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST KY1726’END OF THE HEAD WALL AND ABOUT LEVEL WITH THE ERIE-LACKAWANNA KY1726’RAILROAD. KY1726 KY1726 STATION RECOVERY (1971) KY1726 KY1726’RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 KY1726’RECOVERED IN GOOD CONDITION. KY1726 KY1726 STATION RECOVERY (1987) KY1726 KY1726’RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS) KY1726’RECOVERED IN GOOD CONDITION. Appendix 1 15
Page 1 and 2: In cooperation with the Chippewa Su
Page 3 and 4: Stream-Profile Analyses Using a Ste
Page 5 and 6: Contents Abstract .................
Page 7: Conversion Factors and Abbreviation
Page 10 and 11: 2 Stream-Profile Analyses Using a S
Page 18 and 19: 10 Stream-Profile Analyses Using a
Page 41 and 42: Appendix 2. Selected Hydrologic Eng
Page 43 and 44: Appendix 2 35 Table 2-1. Selected H
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Page 63: Appendix 2 55 Table 2-4. Selected H
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64 Stream-Profile Analyses Using a
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