#flow, #Signals, #capacity, Estimation of Saturation flow at signal controlled intersections.

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How to estimate Saturation flow at signals, Discharge rate and effective green time, Highway Capacity Manual method of estimatinf Saturation Flow, SF, Indo-HCM, Field measurement of SF, Concept of Saturation Flow and Effective Green Time at signals, start lost time at signal, end lost time at a signal, Factors affetcing saturation flow, Lane Width, Gradient in the approach, Radius of turning movement, Right Turn Satutaion Flow, Webster method, UK method of estimating saturation flow, capacity of a signal, shared lane operation at signals, adjustment factors, field measurement of saturation flow, Pedestrian – bicycle blockage factor for saturation flow, effective width of the approach at signals, Adjustment factor for bus blockage due to curb side bus stop, initial surge at signals

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#signals
#saturationflow
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Very knowledgeable and will help traffic designers.

sarveshtripathi
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Sir this video helped me a lot specially for understanding uk method with unopposed and opposed traffic lanes. I was struggling for two hours to clear some doubts, also downloaded RM Kimber report 67 but it was quite unclear for me. Thank you for this video.

appu
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Sir please upload video on bound granular bases (using emulsion and cement on wet mix macadam ) what factors govern the strength and how much thickness can be reduced using bound bases,

avinashmishra
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Again a very good session Sir thank You so much. I have one question why us HCM has many factors and indo hcm has less??

vishnutripathi
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Sir what about intersection handled by traffic police

vishnutripathi
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some people give this formula s=525w, then what is this!

shokran