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SPDSS_Task34-3_Phase 3_StreambedConductanceTesting
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Last modified
4/17/2013 9:16:47 AM
Creation date
6/9/2008 1:14:26 PM
Metadata
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Decision Support Systems
Title
SPDSS Task 34.3 - Streambed Conductance Testing - Phase 3
Description
The objective of this Task 34 is to collect data needed to quantify the groundwater flux across the streambed in the South Platte River and significant tributaries.
Decision Support - Doc Type
Task Memorandum
Date
6/28/2007
DSS Category
Groundwater
DSS
South Platte
Basin
South Platte
Contract/PO #
C153953
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
CDM
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HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENINGS <br />100 435MIN. 60M IN. 19M IN. 4MIN. 1MIN. #2 00 #100 #50 #30 #16 #8 #4 3/8" 3/4" ~rz" 3" 5" 8" <br /> <br />90 <br /> --- ---- -- ---- --- --- --- --- --- ---- --- --- --- --- --- --- -- - --------- <br /> <br />80 --- <br /> <br />--- ---- <br /> <br />---- -- <br /> <br />-- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />- - --- <br /> <br />--- --- <br /> <br />--- -- <br /> <br />-- - <br /> <br />- --------- <br /> <br />--------- <br /> <br /> <br />70 --- <br /> <br />--- ---- <br /> <br />---- -- <br /> <br />-- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- -- <br /> <br />-- - <br /> <br />- --------- <br /> <br />--------- <br /> <br /> <br />Z --- ---- -- ---- --- --- --- --- --- ---- --- --- --- --- --- --- -- - --------- <br />~ 60 <br />--- <br />---- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />--- <br />---- <br />--- <br />--- <br />- - <br />--- <br />--- <br />--- <br />-- <br />- <br />--------- <br />fD - <br />- <br />- - <br />- <br />- <br />- -- ---- --- -- <br />- - <br />- <br />- - <br />- <br />- - <br />- <br />- - <br />- <br />- <br />- - <br />- <br />- --- -- --- --- --- -- - -- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br /> <br />a _ <br />_ <br />_ <br />-- _ <br />_ <br />- <br />---- <br />-- <br />---- <br />--- _ <br />_ <br />-- _ <br />_ <br />_ <br />-- _ <br />_ <br />_ <br />- _ <br />_ <br />_ <br />-- _ <br />_ <br />_ <br />_ <br />-- _ <br />_ <br />--- <br />-_- <br />_- <br />-_- <br />-__ <br />-_- <br />-- <br />- _ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />-------- <br />a <br />50 --- ---- -- ---- --- --- --- --- --- ---- --- --- --- --- --- --- -- - --------- <br />~ --- ---- -- ---- --- --- --- --- --- ---- --- --- --- --- --- --- -- - --------- <br />z --- ---- -- ---- --- --- --- --- --- ---- --- -- --- --- --- --- -- - --------- <br />w --- ---- -- ---- --- --- --- --- --- ---- --- - <br />- --- --- --- --- -- - --------- <br />40 _ <br />~ --- ---- -- ---- --- --- --- --- --- ---- --- -- --- --- --- --- -- - --------- <br />w --- ---- -- ---- --- --- --- --- --- ---- --- -- --- --- --- --- -- - --------- <br />a <br />30 --- <br /> <br />--- ---- <br /> <br />---- -- <br /> <br />-- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- ---- <br /> <br />---- --- <br /> <br />-- -- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- -- <br /> <br />-- - <br /> <br />- --------- <br /> <br />--------- <br /> --- ---- -- ---- --- --- --- --- --- ---- - - --- --- --- --- --- -- - --------- <br /> <br />20 --- ---- -- ---- --- --- --- --- --- ---- - - --- --- --- --- --- -- - --------- <br /> --- <br />--- ---- <br />---- -- <br />-- ---- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- --- <br />--- ---- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- --- <br />--- --- <br />--- -- <br />-- - <br />- --------- <br />--------- <br />10 <br />--- <br />---- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />--- <br />-- - <br />--- <br />--- <br />--- <br />--- <br />--- <br />--- <br />-- <br />- <br />--------- <br /> <br />0 <br />. 001 .002 .005 .009 .019 .037 .074 .149 .297 .59 1.19 2.38 4.76 9.52 19.1 38.1 76.2 127 200 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> SAND GRAVEL COBBLES <br /> CLAY(piasoc) TO SILT(n on-piasoc) <br /> FINE MEDIUM COARSE FINE COARSE <br />GRAVEL: 47% <br />LIQUID LIMIT: <br />SAMPLE OF: <br />SAND: 53% <br />SAND & GRAVEL (SP-GP) <br />SILT AND CLAY: 0% <br />PLASTIC LIMIT: <br />FROM: SC-02-D-2.5-2.75 <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENINGS <br /> <br />100 435MIN. 60MIN. 19MIN. 4MIN. 1MIN. #200 #100 #50 #30 #16 #8 #4 318" 3/4" '~~" 3" 5" 8" <br /> --- ----- -- ---- --- --- --- --- ---- ---- ---- --- --- --- --- --- -- -- -------- <br />90 <br />--- <br />----- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />---- <br />---- <br />---- <br />--- <br />--- <br />--- <br />- - <br />--- <br />-- <br />-- <br />-------- <br /> --- ----- -- ---- --- --- --- --- ---- ---- ---- --- --- --- --- --- -- -- -------- <br /> <br />80 --- <br /> <br />--- ----- <br /> <br />----- -- <br /> <br />-- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- ---- <br /> <br />---- ---- <br /> <br />---- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- -- <br /> <br />-- -- <br /> <br />-- -------- <br /> <br />-------- <br /> --- ----- -- ---- --- --- --- --- ---- ---- ---- --- --- - - --- --- -- -- -------- <br />70 <br />--- <br />----- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />---- <br />---- <br />---- <br />--- <br />--- <br />--- <br />--- <br />--- <br />-- <br />-- <br />-------- <br /> <br />(7 --- ----- -- ---- --- --- --- --- ---- ---- ---- --- --- --- --- --- -- -- -------- <br /> <br />z <br />00 --- <br />--- ----- <br />----- -- <br />-- ---- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- ---- <br />---- ---- <br />---- ---- <br />---- --- <br />--- - - <br />- - --- <br />--- --- <br />--- --- <br />--- -- <br />-- -- <br />-- -------- <br />-------- <br />~ <br /> <br />a <br />50 --- ----- -- ---- --- --- --- --- ---- ---- ---- --- --- --- --- --- -- -- -------- <br />~ <br />z --- ----- -- ---- --- --- --- --- ---- ---- ---- - - --- --- --- --- -- -- -------- <br />w --- ---- <br />- -- ---- --- --- --- --- ---- ---- ---- - - --- --- --- --- -- -- -------- <br />40 _ - <br />- -- - <br />- - <br />- - <br />- - - <br />- - <br />- - <br />- - <br />- - - <br />- - <br />- - <br />- - <br />- -- -- - <br />~ -- --- -- - - -- - -- -- -- -- - - - - ------- <br />w --- ----- -- ---- --- --- --- --- ---- ---- --- --- --- --- --- --- -- -- -------- <br />a --- ----- -- ---- --- --- --- --- ---- ---- --- --- --- --- --- --- -- -- -------- <br />30 <br />--- <br />----- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />---- <br />---- <br />-- - <br />--- <br />--- <br />--- <br />--- <br />--- <br />-- <br />-- <br />-------- <br /> --- <br />--- ----- <br />----- -- <br />-- ---- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- ---- <br />---- ---- <br />---- -- - <br />- -- --- <br />--- --- <br />--- --- <br />--- --- <br />--- --- <br />--- -- <br />-- -- <br />-- -------- <br />-------- <br /> <br />20 --- <br /> <br />--- ----- <br /> <br />----- -- <br /> <br />-- ---- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- ---- <br /> <br />---- ---- <br /> <br />---- - -- <br /> <br />---- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- --- <br /> <br />--- -- <br /> <br />-- -- <br /> <br />-- -------- <br /> <br />-------- <br /> --- <br />--- ----- <br />----- -- <br />-- ---- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- ---- <br />---- ---- <br />--- --- <br />---- --- <br />--- --- <br />--- --- <br />--- --- <br />--- --- <br />--- -- <br />-- -- <br />-- -------- <br />-------- <br />10 <br />--- <br />----- <br />-- <br />---- <br />--- <br />--- <br />--- <br />--- <br />---- <br />-- - <br />---- <br />--- <br />--- <br />--- <br />--- <br />--- <br />-- <br />-- <br />-------- <br /> <br />0 <br />. 001 .002 .005 .009 .019 .037 .074 .149 .297 .59 1.19 2.38 4.76 9.52 19.1 38.1 76.2 127 200 <br /> DIAMETER OF PARTICLE IN MILLIMETERS <br /> <br />CLAY( <br />iastic)TO SILT(non- <br />lastic) SAND GRAVEL COBBLES <br /> p <br />p FINE MEDIUM COARSE FINE COARSE <br />GRAVEL: 44% SAND: 55% SILT AND CLAY: 1% <br />LIQUID LIMIT: PLASTIC LIMIT: <br />SAMPLE OF: SAND, very gravelly (SP) FROM: SC-02-D-2.75-3.0 <br />205 430 HEPWORTH-PAWLAK SPDSS FIG. 4 <br />GEOTECHNICAL, INC. GRADATION ANALYSIS <br />SPDSS Phase 3 Task 34.3 TM -Final <br />6/9/2006 C-8 <br />
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