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Vocabulary flashcards covering core concepts in transportation engineering, urban and regional planning, and national economic development from the Planning (Degree) Examination.
Route Assignment
The fourth step in conventional transport modeling that determines the specific route for each trip.
Transportation Forecasting
The process of estimating the number of travelers or vehicles that will use a given transportation facility in the future.
Trip Generation
The stage in transportation planning that estimates the number of trips produced from given origins and attracted to given destinations.
Trip Distribution
The transportation planning stage that determines the destination for each trip originating from a given zone.
Camber
The transverse slope or convexity provided to the road surface to ensure effective lateral drainage.
Super Elevation
The inward transverse inclination or amount by which the outer edge of a curve on a road or railway is banked above the inner edge to counteract centrifugal force.
Average Lane Width
A fundamental geometric design parameter of a highway or road cross-section.
Highway Traffic Noise Level Intensity
The acoustic noise level produced by a roadway, which depends on the kind of traffic, vehicle speed, and the hourly rate of vehicle movements.
Urban Collector Road Design Speed (IRC)
The standard design speed recommended by the Indian Roads Congress for collector streets in urban areas, which is 50km/hr.
Signal Cycle
The total duration of time taken to complete one full sequence of all signal display indications and phases.
Major Road Visibility Distance (50km/hr, 8seconds)
The sight distance required on a major road for a design speed of 50km/hr corresponding to an 8seconds travel time, equal to 110m.
Signalised Intersection Capacity Formula
The equation used to determine intersection capacity given by Capacity=cg×svehicles per hour, where g is green time, s is saturation flow, and c is cycle time.
Highway Conflict
The point at which a highway user crossing, merging with, or diverging from a road or driveway conflicts with another highway user using the same road or driveway.
Cycle Track Minimum Width (IRC)
The minimum roadway width allocated for a dedicated bicycle track as prescribed by the Indian Roads Congress, equal to 1.5m.
Theoretical Lane Capacity (50kmph, 18m Spacing)
The maximum theoretical flow rate of a one-way traffic lane with an average centre-to-centre vehicle spacing of 18m at 50kmph, calculated as 2778vehicles per hour.
Traffic Actuated Signal
A traffic control signal whose phase timings vary in each cycle in direct response to detected vehicular and pedestrian demand.
Minimum Length of Overtaking Zone (96kmph)
The required length of an overtaking section on a one-way road designed for 96kmph (with acceleration of 0.69m/s2 and reaction time of 2sec), which equals 1026m.
Grade Effect on Overtaking Sight Distance
The longitudinal gradient effect that increases the safe overtaking sight distance on descending grades and decreases it on ascending grades.
Minimum Spacing of Vehicles
The longitudinal clearance maintained between vehicles in a traffic stream, which increases as the speed of the traffic stream increases.
Vehicle Length Influence
The vehicle dimension that directly governs the extra widening of pavements required on curves and determines the minimum turning radius.
Traffic Volume Equation
The fundamental macroscopic traffic flow relationship defining traffic volume as Traffic Volume=Traffic Density×Traffic Speed.
Maximum Lane Capacity Variation
The operational response of maximum lane capacity to increasing speed, which first increases and then decreases after reaching a maximum value at optimum speed.
Theoretical Maximum Capacity (10m/s, 18m Stopping Distance, 6m Length)
The traffic capacity calculated under a speed of 10m/s, vehicle length of 6m, and stopping distance of 18m, equal to 1500vehicles per hour.
Jam Density Condition
The traffic state where vehicle speed falls to zero, causing traffic density to reach its maximum value while traffic volume drops to zero.
Basic Lane Capacity (50kmph, 20m Spacing)
The maximum number of vehicles passing a point per hour with an average centre-to-centre vehicle spacing of 20m at 50kmph, equal to 2500vehicles per hour.
Urban Area Criteria in India
The official census parameters used to define an urban settlement, comprising population size, population density, and the percentage of the male working population engaged in non-agricultural pursuits.
Formal Regions
Geographical territories defined and bounded by internal homogeneity in their physical environment and natural resources.
Functional Regions
Geographical areas demarcated by dynamic interdependence, movement patterns, and strong economic linkages.
Slum Networking
A planning concept that aims to promote holistic physical and social improvements across entire slum settlements by integrating infrastructure networks.
Eminent Domain
The sovereign legal power of the state to expropriate, acquire, and take possession of private property in order to serve the public interest.
Land Pooling
A land development mechanism involving the assembly of privately owned land parcels for infrastructure provision, replanning, and redistribution to original owners.
Incentive Zoning
A zoning system that awards additional Floor Area Ratio (FAR) or development rights to developers in exchange for the provision of public spaces or amenities.
HRIDAY
A central urban development program by the Government of India standing for Heritage City Development and Augmentation Yojana.
Perspective Plan (URDPFI Guidelines)
A long-term strategic spatial development framework prepared for a plan period of 20–30Years as per URDPFI guidelines.
Twelfth Five Year Plan Objective
The overarching vision adopted for India's 12th Plan (2012–2017), defined as 'Faster, sustainable and more inclusive growth.'
Economic Planning
The deliberate public mechanism responsible for the coordinated allocation of economic resources to attain designated growth targets.
Origin of Five Year Plans (India)
The Union of Soviet Socialist Republics (USSR), from which India adopted the model of centralized five-year developmental planning.
Architect of the Second Five Year Plan
Prasanta Chandra Mahalanobis, the Indian statistician who formulated the economic development model focused on rapid industrialization and heavy industries.