Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
18 Stream-Profile Analyses Using a Step-Backwater Model for Selected Reaches in the Chippewa Creek Basin in Ohio H 281 1 National Geodetic Survey, Retrieval Date = JULY 14, 2006 KY1829 *********************************************************************** KY1829 DESIGNATION - H 281 KY1829 PID - KY1829 KY1829 STATE/COUNTY- OH/WAYNE KY1829 USGS QUAD - RITTMAN (1994) KY1829 KY1829 *CURRENT SURVEY CONTROL KY1829 ___________________________________________________________________ KY1829* NAD 83(1986)- 40 55 53. (N) 081 46 52. (W) SCALED KY1829* NAVD 88 - 295.772 (meters) 970.38 (feet) ADJUSTED KY1829 ___________________________________________________________________ KY1829 GEOID HEIGHT- -33.12 (meters) GEOID03 KY1829 DYNAMIC HT - 295.643 (meters) 969.96 (feet) COMP KY1829 MODELED GRAV- 980,177.0 (mgal) NAVD 88 KY1829 KY1829 VERT ORDER - SECOND CLASS 0 KY1829 KY1829.The horizontal coordinates were scaled from a topographic map and have KY1829.an estimated accuracy of +/- 6 seconds. KY1829 KY1829.The orthometric height was determined by differential leveling KY1829.and adjusted by the National Geodetic Survey in June 1991. KY1829 KY1829.The geoid height was determined by GEOID03. KY1829 KY1829.The dynamic height is computed by dividing the NAVD 88 KY1829.geopotential number by the normal gravity value computed on the KY1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KY1829.degrees latitude (g = 980.6199 gals.). KY1829 KY1829.The modeled gravity was interpolated from observed gravity values. KY1829 KY1829; North East Units Estimated Accuracy KY1829;SPC OH N - 140,690. 660,540. MT (+/- 180 meters Scaled) KY1829 KY1829 SUPERSEDED SURVEY CONTROL KY1829 KY1829 NGVD 29 (??/??/92) 296.024 (m) 971.21 (f) ADJ UNCH 2 0 KY1829 KY1829.Superseded values are not recommended for survey control. KY1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KY1829.See file dsdata.txt to determine how the superseded data were derived. KY1829 KY1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF342314(NAD 83) KY1829_MARKER: DB = BENCH MARK DISK KY1829_SETTING: 36 = SET IN A MASSIVE STRUCTURE KY1829_SP_SET: ABUTMENT KY1829_STAMPING: H 281 1959 KY1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KY1829 KY1829 HISTORY - Date Condition Report By KY1829 HISTORY - 1959 MONUMENTED CGS KY1829 HISTORY - 19870331 GOOD OHDT KY1829 KY1829 STATION DESCRIPTION KY1829 KY1829’DESCRIBED BY COAST AND GEODETIC SURVEY 1959 KY1829’2.7 MI S FROM RITTMAN. KY1829’ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE BALTIMORE KY1829’AND OHIO RAILROAD STATION AT RITTMAN, THENCE ABOUT 0.1 MILE KY1829’EAST ALONG ROAD 108, 11 FEET NORTH OF THE CENTER LINE OF ROAD KY1829’108, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 9-FOOT KY1829’CONCRETE BRIDGE OVER A CREEK BRANCH, AND ABOUT LEVEL WITH THE KY1829’ROAD. KY1829 KY1829 STATION RECOVERY (1987)
KY1829 KY1829’RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS) KY1829’RECOVERED IN GOOD CONDITION Appendix 1 19
- 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
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- Page 41 and 42: Appendix 2. Selected Hydrologic Eng
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- Page 55 and 56: Appendix 2 47 Table 2-2. Selected H
- Page 57 and 58: Table 2-3. Selected Hydrologic Engi
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KY1829<br />
KY1829’RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)<br />
KY1829’RECOVERED IN GOOD CONDITION<br />
Appendix 1 19
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