. Coastal hydraulic models. Hydraulic models. 0 75% 2 1 DEPTH 2 0 22 ^ 4 0 ^ s. /^ ^ *^ ^ /^ -i â V 1 i - \ // V \, 0 y 1^ i\ t) _ _ > 1 ;^ -:, 2 ) / / 22 2 ⢠0. MODEL TEST D«TA LEGEND VERIFICATION OF SALINITIES TIDE 19-20 JUNE r95a PHOTOTYPE * FRESHVMTEd DISCH«ROC S40,000 f 13/$ _âUOOCL 19-20 JUN E 1959 SOURCE S«LINITT 33jOOO P/> RANGE 2 STATION C Figure 3-30. Verification of tidal-cycle salinities, Columbia River Estuary model (Herrmann, 1968). 05. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration
. Coastal hydraulic models. Hydraulic models. 0 75% 2 1 DEPTH 2 0 22 ^ 4 0 ^ s. /^ ^ *^ ^ /^ -i â V 1 i - \ // V \, 0 y 1^ i\ t) _ _ > 1 ;^ -:, 2 ) / / 22 2 ⢠0. MODEL TEST D«TA LEGEND VERIFICATION OF SALINITIES TIDE 19-20 JUNE r95a PHOTOTYPE * FRESHVMTEd DISCH«ROC S40,000 f 13/$ _âUOOCL 19-20 JUN E 1959 SOURCE S«LINITT 33jOOO P/> RANGE 2 STATION C Figure 3-30. Verification of tidal-cycle salinities, Columbia River Estuary model (Herrmann, 1968). 05. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Hudson, Robert Y. Fort Belvoir, Va. : U. S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service
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Keywords: ., bookcentury1900, bookcollectionameri, bookcollectionbiodiversity
