Catchments and Creeks

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Details
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Click on for free .jpg 		 Buy  .dwg
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Figure = CCS-1         jpg size = 2200x823px
Placement of cellular confinement system within a chute with concave profile		 Placement of cellular confinement system within a chute with concave profile $55
$55
Figure = CD-1         jpg size = 1932x825px
Parabolic catch drain with bank
CD-1 is the same as CD-4 & CD-7		 Parabolic catch drain with bank $55
$55
Figure = CD-2         jpg size = 1932x825px
Triangular V-drain with down-slope bank.  Same as CD-5; 6; 8 & 13		 Triangular V-drain with down-slope bank $55
$55
Figure = CD-3         jpg size = 1932x825px
Parabolic catch drain without bank
Same as CD-12		 Parabolic catch drain without bank $55
$55
Figure = CD-9         jpg size = 915x551px
Example of poor placement of rock		 Example of poor placement of rock $55
$55
Figure = CD-10         jpg size = 915x551px
Example of good placement of rock		 Example of good placement of rock $55
$55
Figure = CD-11         jpg size = 1764x818px
Desired placement of rock within a catch drain such that lateral inflow has free entry into the drain		 Desired placement of rock within a catch drain such that lateral inflow has free entry into the drain $55
$55
Figure = CH-1         jpg size = 2145x727px
Hydraulic profile for spillway crest where only minor friction loss occurs within the approach channel		 Hydraulic profile for spillway crest where only minor friction loss occurs within the approach channel $55
$55
Figure = CH-2         jpg size = 2191x651px
Inlet profile of a trapezoidal chute		 Inlet profile of a trapezoidal chute $55
$55
Figure = CH-3         jpg size = 904x514px
One option for controlling scour at chute entrance		 One option for controlling scour at chute entrance $55
$55
Figure = CH-4         jpg size = 2191x651px
Typical profile of face of chute		 Typical profile of face of chute $55
$55
Figure = CH-5         jpg size = 885x518px
Typical layout of a recessed rock pad for a chute (plan view)		 Typical layout of a recessed rock pad for a chute (plan view) $55
$55
Figure = CH-6         jpg size = 885x518px
Typical layout of a recessed outlet structure for chutes		 Typical layout of a recessed outlet structure for chutes $55
$55
Figure = CH-7         jpg size = 1771x571px
Typical profile of recessed outlet structure for chutes		 Typical profile of recessed outlet structure for chutes $55
$55
Figure = CH-8         jpg size = 900x516px
Typical components of a temporary drainage chute		 Typical components of a temporary drainage chute $55
$55
Figure = CH-9         jpg size = 1766x855px
Placement of turf in chutes		 Placement of turf in chutes $55
$55
Figure = CH-10         jpg size = 1784x1442px
Rock placement (without vegetation) on non-dispersive soil		 Rock placement (without vegetation) on non-dispersive soil $55
$55
Figure = CH-11         jpg size = 1784x1442px
Rock placement (without vegetation) on dispersive soil		 Rock placement (without vegetation) on dispersive soil $55
$55
Figure = CH-12         jpg size = 915x551px
Incorrect placement of rock causing loss of flow area and erosion along the outer limits of the rock		 Incorrect placement of rock causing loss of flow area and erosion along the outer limits of the rock $55
$55
Figure = CH-13         jpg size = 915x551px
Rock recessed into soil to allow the free entry of lateral flows		 Rock recessed into soil to allow the free entry of lateral flows $55
$55
Figure = DB-1         jpg size = 1767x746px
Profile of 'back-push' bank		 Profile of 'back-push' bank $55
$55
Figure = DB-2         jpg size = 1767x669px
Flow diversion bank formed from earth		 Flow diversion bank formed from earth $55
$55
Figure = DB-3         jpg size = 1767x523px
Location of maximum flow velocity		 Location of maximum flow velocity $55
$55
Figure = DC-1         jpg size = 1766x854px
Typical profile of temporary diversion channels		 Typical profile of temporary diversion channels $55
$55
Figure = DC-2         jpg size = 1766x794px
Final channel dimensions		 Final channel dimensions $55
$55
Figure = Dust-1         jpg size = 2388x760px
 Dust control 		Dust control (clip art) $ 0 $ 0
Figure = ECM-1         jpg size = 1807x812px
Anchoring of upstream edge of mat		 Anchoring of upstream edge of mat $55
$55
Figure = ECM-2         jpg size = 1806x874px
Placement of mats along channel which received lateral inflow		 Placement of mats along channel which received lateral inflow $55
$55
Figure = ED-1         jpg size = 887x362px
Typical profile of recessed, hard-lined energy dissipation pool located at the base of chute or spillway		 Typical profile of recessed, hard-lined energy dissipation pool located at the base of chute or spillway $55
$55
Figure = ED-2         jpg size = 887x362px
Typical profile of rock-lined energy dissipation pool		 Typical profile of rock-lined energy dissipation pool $55
$55
Figure = GC-1         jpg size = 1766x855px
Use of lateral strips of turf to control rilling along the up-slope edge of a roadside grass filter strip		 Use of lateral strips of turf to control rilling along the up-slope edge of a roadside grass filter strip $55
$55
Figure = GC-2         jpg size = 1766x1167px
Placement of turf in high-velocity drainage channels and chutes		 Placement of turf in high-velocity drainage channels and chutes $55
$55
Figure = LS-1         jpg size = 1764x932px
Example of a level spreader used for flow diversion around a soil disturbance		 Example of a level spreader used for flow diversion around a soil disturbance $55
$55
Figure = LS-2         jpg size = 1773x893px
Typical layout of level spreader		 Typical layout of level spreader $55
$55
Figure = LS-3         jpg size = 1773x893px
Alternative level spreader layout		 Alternative level spreader layout $55
$55
Figure = LS-4         jpg size = 1773x618px
Cross-sectional profile of end sill		 Cross-sectional profile of end sill $55
$55
Figure = M-1         jpg size = 3438x1856px
 Hydro mulching 		Hydro mulching (clip art) $ 0 $ 0
Figure = MT-1         jpg size = 3438x1856px
 Mulch tackifier application 		Mulch tackifier application (clip art) $ 0 $ 0
Figure = OS-1         jpg size = 1771x1035px
Typical layout of a rock pad for a single pipe outlet (plan view)		 Typical layout of a rock pad for a single pipe outlet (plan view) $55
$55
Figure = OS-2         jpg size = 885x518px
Typical layout of a rock pad for a Chute (plan view)		 Typical layout of a rock pad for a Chute (plan view) $55
$55
Figure = OS-3         jpg size = 885x518px
Typical arrangement of recessed outlet structure for Chutes		 Typical arrangement of recessed outlet structure for Chutes $55
$55
Figure = OS-4         jpg size = 1771x571px
Typical profile of recessed outlet structure for Chutes		 Typical profile of recessed outlet structure for Chutes $55
$55
Figure = Poly-1         jpg size = 3297x1778px
 Polyamide application 		Polyamide application (clip art) $ 0 $ 0
Figure = RCD-1         jpg size = 1767x944px
Profile of temporary check dam		 Profile of temporary check dam $55
$55
Figure = RCD-2         jpg size = 1763x953px
Assumed check dam profile for Equations 1 and 2		 Assumed check dam profile for Equations 1 and 2 $55
$55
Figure = RCD-3         jpg size = 1767x907px
Stiff grass barriers		 Stiff grass barriers $55
$55
Figure = RCD-4         jpg size = 1768x853px
Fully recessed rock check dams		 Fully recessed rock check dams $55
$55
Figure = RR-1         jpg size = 1784x1442px
Rock placement (without vegetation) on non-dispersive soils		 Rock placement (without vegetation) on non-dispersive soils $55
$55
Figure = RR-2         jpg size = 1784x1442px
Rock placement (without vegetation) on dispersive soils		 Rock placement (without vegetation) on dispersive soils $55
$55
Figure = RR-3         jpg size = 915x551px
Incorrect placement of rock causing loss of flow area and erosion along the outer limits of the rock		 Incorrect placement of rock causing loss of flow area and erosion along the outer limits of the rock $55
$55
Figure = RR-4         jpg size = 915x551px
Rock recessed into soil to allow the free entry of lateral flows		 Rock recessed into soil to allow the free entry of lateral flows $55
$55
Figure = SBS-1         jpg size = 2388x786px
 Soil binder application 		Soil binder application (clip art) $ 0 $ 0
Figure = S-CH-1         jpg size = 1805x962px
Hydraulic components of a sediment basin spillway		 Hydraulic components of a sediment basin spillway $55
$55
Figure = S-CH-2         jpg size = 1773x915px
Emergency spillway (plan view)		 Emergency spillway (plan view) $55
$55
Figure = S-CH-3         jpg size = 1806x609px
Hydraulic profile for spillway crest where friction loss within the approach channel is insignificant		 Hydraulic profile for spillway crest where friction loss within the approach channel is insignificant $55
$55
Figure = S-CH-4         jpg size = 1808x537px
Trapezoidal spillway (weir) crest		 Trapezoidal spillway (weir) crest $55
$55
Figure = S-CH-5         jpg size = 1806x609px
Hydraulic profile for a spillway when friction loss within the approach channel is significant		 Hydraulic profile for a spillway when friction loss within the approach channel is significant $55
$55
Figure = S-CH-6         jpg size = 1805x609px
Concrete sealing of the spillway crest to control seepage through the rock lining		 Concrete sealing of the spillway crest to control seepage through the rock lining $55
$55
Figure = SD-1         jpg size = 1766x939px
Slope drain formed from flexible PVC pipe		 Slope drain formed from flexible PVC pipe $55
$55
Figure = SD-2         jpg size = 1768x926px
Slope drain formed from lay-flat pipe		 Slope drain formed from lay-flat pipe $55
$55
Figure = TCC-1         jpg size = 1766x568px
Culvert hydraulics just prior to overtopping		 Culvert hydraulics just prior to overtopping $55
$55
Figure = TCC-2         jpg size = 1765x1077px
Preferred arrangement of temporary culvert crossing in a minor stream with low-gradient overbank (floodplain) areas		 Preferred arrangement of temporary culvert crossing in a minor stream with low-gradient overbank (floodplain) areas $55
$55
Figure = TCC-3         jpg size = 1765x1055px
Single cell culvert placed within a constricted channel with steep overbank slopes		 Single cell culvert placed within a constricted channel with steep overbank slopes $55
$55
Figure = TCC-4         jpg size = 1765x588px
Profile of temporary culvert crossing within a wide channel		 Profile of temporary culvert crossing within a wide channel $55
$55
Figure = TCC-5         jpg size = 1767x899px
Preferred alignment of access ramps		 Preferred alignment of access ramps $55
$55
Figure = TCC-6         jpg size = 1802x1040px
Typical flow diversion placed on approach roads		 Typical flow diversion placed on approach roads $55
$55
Figure = TFC-1         jpg size = 1767x644px
Stabilisation of temporary ford crossing in sandy bed stream using a 'Cellular Confinement System'		 Stabilisation of temporary ford crossing in sandy bed stream using a 'Cellular Confinement System' $55
$55
Figure = TFC-2         jpg size = 1767x899px
Preferred alignment of access ramps		 Preferred alignment of access ramps $55
$55
Figure = TRM-1         jpg size = 1533x700px
Diagrammatic representation of 3-dimensional turf reinforcement mat		 Diagrammatic representation of 3-dimensional turf reinforcement mat $55
$55
Figure = TRM-2         jpg size = 1529x887px
Anchoring of upstream edge of mat		 Anchoring of upstream edge of mat $55
$55
Figure = TRM-3         jpg size = 1535x743px
Placement of mats along channel which received lateral inflow		 Placement of mats along channel which received lateral inflow $55
$55
       
       
       
       

Purchase of these diagrams entitles the purchaser to use the material only in the production of Erosion and
Sediment Control Plans (or the similar). No diagram or modified diagram derived from these images shall be
used within a publication, whether commercial or free, without written permission from Catchments & Creeks Pty Ltd.