HomeMy WebLinkAboutWPO201700079 Calculations WPO VSMP 2018-02-184
waterstreet
WILSON RESIDENCE
BLANDEMAR SUBDIVISION
VSMP PERMIT DRAINAGE CALCULATIONS
W PO2017-00079
PREPARED BY:
Alan Franklin, PE;
Waterstreet Studio
02/20/2018
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RATIONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Culvert 1
Drainage Area: 2.10 Acres
c-factor: 0.50 (see worksheet)
tc: 20.04 mins. (see worksheet)
Q(2): 3.07 cfs
Q(10): 4.16 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Developed Area(turf/drives) 2.10 0.50 1.05
on Page 1-13E)0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.50
250.00 Enter Length of Strip(ft) Sample"C"values:
5.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.28 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
WU Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
573.00 Enter Length of Flow(ft)
3.00 Enter Slope(%or ft/100ft)
3.43 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
I 0.00IEnter Length of Flow in Pipe(ft) L 0.00IEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2*Tc 2)For concrete channels,use 0.2`Tc
196.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
4.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
MEI Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
RATIONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Culvert 2
Drainage Area: 3.50 Acres
c-factor: 0.50 (see worksheet)
tc: 16.92 mins. (see worksheet)
Q(2): 5.59 cfs
Q(10): 7.53 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Developed Area(turf/drives) 3.50 0.50 1.75
on Page 1-13E)
e,
0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.50
250.00 Enter Length of Strip(ft) Sample"C"values:
5.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.28 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
14.43 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) 0.001Enter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
531.00 Enter Length of Flow(ft)
4.90 Enter Slope(%or ft/100ft)
2.48 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
0.00IEnter Length of Flow in Pipe(ft) 0.001Enter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2*Tc 2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow lime 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
RATIONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Culvert 3
Drainage Area: 1.25 Acres
c-factor: 0.55 (see worksheet)
tc: 7.22 mins. (see worksheet)
Q(2): 3.15 cfs
Q(10): 4.13 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Developed Area(turf/drives) 1.25 0.55 0.69
on Page 1-13E)0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.55
100.00 Enter Length of Strip(ft) Sample"C"values:
2.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.50 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
6.55 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
145.00 Enter Length of Flow(ft)
5.00 Enter Slope(%or ft/100ft)
0.67 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
O.00IEnter Length of Flow in Pipe(ft) I 0.00IEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2"Tc 2)For concrete channels,use 0.2"Tc
0.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2"Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
RATIONAL METHOD WO I KSHEET Project: Wilson
Date: 10/26/2017
Designer:AGE
Watershed ID: Culvert 4
Drainage Area: 3.00 Acres
c-factor: 0.45 (see worksheet)
tc: 14.96 mins. (see worksheet)
Q(2): 4.58 cfs
Q(10): 6.14 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Develo_ped Area(turf/drives) 3.00 0.45 1.35
on Page 1-13E)0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.45
200.00 Enter Length of Strip(ft) Sample"C"values:
6.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.28 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
MEM Result Tc(minutes)0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
536.00 Enter Length of Flow(ft)
6.00 Enter Slope(%or ft/100ft)
2.26 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow lime 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
0.00IEnter Length of Flow in Pipe(ft) I 0.00IEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow lime 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2`Tc 2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
RATIONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Culvert 5
Drainage Area: 12.00 Acres
c-factor: 0.30 (see worksheet)
tc: 15.96 mins. (see worksheet)
Q(2): 11.83 cfs
Q(10): 15.91 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Undeveloped Mostly 12.00 0.30 3.60
on Page 1-13E)0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.30
200.00 Enter Length of Strip(ft) Sample"C"values:
16.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.25 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
11.80 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
1489.00 Enter Length of Flow(ft)
13.60 Enter Slope(%or ft/100ft)
4.16 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
0.00IEnter Length of Flow in Pipe(ft) I 0.00)Enter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2"Tc 2)For concrete channels,use 0.2"Tc
0.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2"Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
J'AT1ONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGE
Watershed ID: Culvert 6
Drainage Area: 9.50 Acres
c-factor: 0.30 (see worksheet)
tc: 15.70 mins. (see worksheet)
Q(2): 9.44 cfs
Q(10): 12.69 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Undeveloped Mostly 9.50 0.30 2.85
on Page 1-13E)0.00
Notes:0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.30
200.00 Enter Length of Strip(ft) Sample"C"values:
16.00 Enter Slope(%or fU100ft) 0.22 Dense grass
0.25 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
11.80 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00jEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
1394.00 Enter Length of Flow(ft)
13.60 Enter Slope(%or fU100ft)
3.90 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow lime 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
0.00IEnter Length of Flow in Pipe(ft) I 0.00lEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2*Tc 2)For concrete channels,use 0.2`Tc
0.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow lime 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
RATIONAL METHOD WO I,KSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Clean Water Diversion 1
Drainage Area: 1.50 Acres
c-factor: 0.50 (see worksheet)
tc: 17.93 mins. (see worksheet)
Q(2): 2.32 cfs
Q(10): 3.14 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Developed Area(turf/drives) 1.50 0.50 0.75
on Page 1-13E) 0.00
Notes: 0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.50
250.00 Enter Length of Strip(ft) Sample"C"values:
5.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.28 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
14.43 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
255.00 Enter Length of Flow(ft)
3.00 Enter Slope(%or ft/100ft)
1.53 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
I 0.00IEnter Length of Flow in Pipe(ft) I 0.00IEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2*Tc 2)For concrete channels,use 0.2*Tc
226.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
8.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow lime 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2*Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
ATIONAL METHOD WORKSHEET Project: Wilson
Date: 10/26/2017
Designer:AGF
Watershed ID: Clean Water Diversion 2
Drainage Area: 3.09 Acres
c-factor: 0.50 (see worksheet)
tc: 19.12 mins. (see worksheet)
Q(2): 4.63 cfs
Q(10): 6.27 cfs
Time of Concentration Worksheet Weighted c-factor Worksheet
Overland Flow Time Cover Type Area c areaxcn
Source: Seelye Chart as modified in VDOT Drainage Manual(Fig.1.5.1.1 Developed Area(turf/drives) 3.09 0.50 1.55
on Page 1-13E) 0.00
Notes: 0.00
1)Length of overland flow always<=200 ft 0.00
2)Calculate a separate Tc for each ground cover condition along the flow path 0.00
c-factor= 0.50
250.00 Enter Length of Strip(ft) Sample"C"values:
5.00 Enter Slope(%or ft/100ft) 0.22 Dense grass
0.28 Enter Rational Method"C"value 0.28 Average grass
0.36 Poor grass
14.43 Result Tc(minutes) 0.48 Bare soil
0.90 Pavement
Shallow Concentrated Flow Time Pipe Flow Time 1
Source: SCS Velocity Graph as published in Virginia Erosion and Assumes 5 ft/s velocity in pipe
Sediment Control Handbook,Third Edition(Plate 5-2 on Page V-12) I 0.00IEnter Length of Flow in Pipe(ft)(estimated)
Notes:
1)Not intended for well-defined channels-see channel flow calculation 0.00 Result Tc(minutes)
2)Calculate a separate Tc for each ground cover condition along the flow path
107.00 Enter Length of Flow(ft)
4.90 Enter Slope(%or ft/100ft)
0.50 Result Tc(minutes)IF UNPAVED
Result Tc(minutes)IF PAVED
Pipe Flow Time 2 Pipe Flow Time 3
Assumes 5 ft/s velocity in pipe Assumes 5 ft/s velocity in pipe
I 0.001 Enter Length of Flow in Pipe(ft) I 0.00IEnter Length of Flow in Pipe(ft)
0.00 Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 1 Channel Flow Time 2
Source: Kirpich Chart as modified in VDOT Drainage Manual Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:Notes:
1)For small drainage basins. 1)For small drainage basins.
2)For concrete channels,use 0.2"Tc 2)For concrete channels,use 0.2"Tc
400.00 Enter Length of Flow(ft) 0.00 Enter Length of Flow(ft)
6.00 Enter Height of most remote point along flow path above outlet 10.00 Enter Height of most remote point along flow path above outlet
Result Tc(minutes) 0.00 Result Tc(minutes)
Channel Flow Time 3
Source: Kirpich Chart as modified in VDOT Drainage Manual
Notes:
1)For small drainage basins.
2)For concrete channels,use 0.2"Tc
0.00 Enter Length of Flow(ft)
1.00 Enter Height of most remote point along flow path above outlet
0.00 Result Tc(minutes)
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