For the relationship is the speed (in kmph) and 'k' is the traffic density u = 66 - 0.44 where 'u' (in vehicles/km), the maximum flow (in vechicles/hour) will be

1500

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2475

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3485

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9900

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Solution

The correct option is B 2475
u = (66 - 0.44k)
When, k = 0; $V_{s f} = 66 k m p h$
When, u = 0; $k_{j} = 150 v e h / k m$
$∴$ $q_{max} = \frac{V_{e f} \times k_{j}}{4}$
$= \frac{66 \times 150}{4} = 2475$ vehicles/hr

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For the relationship is the speed (in kmph) and 'k' is the traffic density u = 66 - 0.44 where 'u' (in vehicles/km), the maximum flow (in vechicles/hour) will be

The correct option is B 2475 u = (66 - 0.44k) When, k = 0; Vsf=66 kmph When, u = 0; kj=150 veh/km ∴ qmax=Vef×kj4 =66×1504=2475 vehicles/hr

The correct option is B 2475
u = (66 - 0.44k)
When, k = 0; $V_{s f} = 66 k m p h$
When, u = 0; $k_{j} = 150 v e h / k m$
$∴$ $q_{max} = \frac{V_{e f} \times k_{j}}{4}$
$= \frac{66 \times 150}{4} = 2475$ vehicles/hr