American Audio VELOCITY - REV 4-05 Operations Instructions Page 61

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METRO RAIL DESIGN CRITERIA SECTION 9 / SYSTEMS
DE304.09 9-56 Revision 4 : 05/09/12
Metro Baseline Re-Baseline: 04/29/10
combination of Cab Signal Speed (CSS), Cab Signal Tolerance (CST), Cab Signal
Overspeed Allowance (CSO), and the Acceleration Allowance (AA) as follows:
CSS = 55, 45, 35, 25, 20, 10, or 0 mph according to the cab signal code immediately prior
to entry.
CST = Tolerance in speed detection, which shall be as follows:
CSS 55 45 35 25 15 10 0
CST
+0,
-1.5
+0,
-1.5
+0,
-1
+0,
-1
+0,
-1
+0,
-1
+1,
-1
CSO = Allowable exceedance of cab signal speed as detected by the carborne cab signal
system, which shall be as follows:
CSS
55
45
35
25
15
10
0
CSO
2
2
3
3
3
3
2.5
AA = An allowance to account for instantaneous acceleration of the vehicle for the time
delay between the decoding of the speed code by the carborne equipment, and removal of
propulsion power. The allowance shall also include for jerk-limited removal of power and
application of braking.
For SBD calculations, S = CSS + CST + CSO + AA
For CBD calculations, S = CSS + CST + CSO
9.4.3.2.3 Safe Braking Distance Calculation
SBD = D
r
+ D
b
+ D
o
, where:
D
r
= Reaction distance in feet = S x R x 1.467
D
b
= Braking Distance in feet = 0.733 x S
2
/ (B 0.2G)
D
o
= Overhang distance of two vehicles = 30 feet
S = Initial entry speed (mph) prior to braking.
R = Reaction time in seconds (includes operator, cab signal delays and brake build-up) =
9.8 seconds for a change in speed code and 7.2 seconds for code-to-no code.
B = Safe Braking rate = 2.0 mphps
G = Alignment grade as a decimal fraction
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