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

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24 Stream-Profile Analyses Using a Step-Backwater Model for Selected Reaches in the Chippewa Creek Basin in Ohio MB1317’AT THE NORTHEAST EDGE OF LODI, GO NORTHEAST ON HIGHWAY 42 FOR 1.1 KM MB1317’(0.70 MI) TO KENNARD ROAD AND THE STATION ON THE RIGHT. THE STATION MB1317’IS 9.2 M (30.2 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 42, 10.1 M (33.1 MB1317’FT) NORTH OF THE CENTER OF KENNARD ROAD, 5.2 M (17.1 FT) NORTH OF A MB1317’STOP SIGN, 5.6 M (18.4 FT) WEST OF UTILITY POLE NUMBER 65CR/4-12, 3.7 MB1317’M (12.1 FT) EAST OF ANOTHER UTILITY POLE, 0.6 M (2.0 FT) SOUTHEAST OF MB1317’A FIBERGLASS WITNESS POST, AND RECESSED 0.3 M (1.0 FT) BELOW GROUND. MB1317 MB1317 STATION RECOVERY (1998) MB1317 MB1317’RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ) MB1317’RECOVERED AS DESCRIBED. MB1317 MB1317 STATION RECOVERY (2000) MB1317 MB1317’RECOVERY NOTE BY MEDINA COUNTY OHIO 2000 MB1317’RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2001 MB1317’FOUND AS DESCRIBED IN GOOD CONDITION. MB1317’
E 281 1 National Geodetic Survey, Retrieval Date = JULY 14, 2006 KY1826 *********************************************************************** KY1826 DESIGNATION - E 281 KY1826 PID - KY1826 KY1826 STATE/COUNTY- OH/WAYNE KY1826 USGS QUAD - RITTMAN (1994) KY1826 KY1826 *CURRENT SURVEY CONTROL KY1826 ___________________________________________________________________ KY1826* NAD 83(1995)- 40 57 30.01123(N) 081 46 49.27642(W) ADJUSTED KY1826* NAVD 88 - 293.613 (meters) 963.30 (feet) ADJUSTED KY1826 ___________________________________________________________________ KY1826 X - 689,653.610 (meters) COMP KY1826 Y - -4,774,268.115 (meters) COMP KY1826 Z - 4,159,100.872 (meters) COMP KY1826 LAPLACE CORR- 0.30 (seconds) DEFLEC99 KY1826 ELLIP HEIGHT- 260.45 (meters) (10/07/05) GPS OBS KY1826 GEOID HEIGHT- -33.16 (meters) GEOID03 KY1826 DYNAMIC HT - 293.485 (meters) 962.88 (feet) COMP KY1826 MODELED GRAV- 980,179.5 (mgal) NAVD 88 KY1826 KY1826 HORZ ORDER - FIRST KY1826 VERT ORDER - SECOND CLASS 0 KY1826 ELLP ORDER - FOURTH CLASS I KY1826 KY1826.The horizontal coordinates were established by GPS observations KY1826.and adjusted by the National Geodetic Survey in October 2000. KY1826 KY1826.The orthometric height was determined by differential leveling KY1826.and adjusted by the National Geodetic Survey in June 1991. KY1826 KY1826.The X, Y, and Z were computed from the position and the ellipsoidal ht. KY1826 KY1826.The Laplace correction was computed from DEFLEC99 derived deflections. KY1826 KY1826.The ellipsoidal height was determined by GPS observations KY1826.and is referenced to NAD 83. KY1826 KY1826.The geoid height was determined by GEOID03. KY1826 KY1826.The dynamic height is computed by dividing the NAVD 88 KY1826.geopotential number by the normal gravity value computed on the KY1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KY1826.degrees latitude (g = 980.6199 gals.). KY1826 KY1826.The modeled gravity was interpolated from observed gravity values. KY1826 KY1826; North East Units Scale Factor Converg. KY1826;SPC OH N - 143,684.424 660,581.348 MT 0.99994095 +0 28 22.0 KY1826;UTM 17 - 4,534,425.189 434,329.388 MT 0.99965308 -0 30 41.6 KY1826 KY1826! - Elev Factor x Scale Factor = Combined Factor KY1826!SPC OH N - 0.99995915 x 0.99994095 = 0.99990010 KY1826!UTM 17 - 0.99995915 x 0.99965308 = 0.99961224 KY1826 KY1826 SUPERSEDED SURVEY CONTROL KY1826 KY1826 ELLIP H (10/25/00) 260.44 (m) GP( ) 4 1 KY1826 NAVD 88 (10/25/00) 293.61 (m) 963.3 (f) LEVELING 3 KY1826 NGVD 29 (??/??/92) 293.874 (m) 964.15 (f) ADJ UNCH 2 0 KY1826 KY1826.Superseded values are not recommended for survey control. KY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KY1826.See file dsdata.txt to determine how the superseded data were derived. KY1826 KY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3432934425(NAD 83) KY1826_MARKER: DB = BENCH MARK DISK Appendix 1 25
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
Page 57 and 58: Table 2-3. Selected Hydrologic Engi
Page 63: Appendix 2 55 Table 2-4. Selected H
Page 82 and 83:
74 Stream-Profile Analyses Using a
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