STEP 7 – convert lane flow rates and capacities into vehicles per hour
{"Image DocumentName": "STEP 7 \u2013 convert lane flow rates and capacities into vehicles per hour", "Image ImageDescription": "\ud835\udc63 \ud835\udc56 = \ud835\udc63 \ud835\udc56,\ud835\udc43\ud835\udc36\ud835\udc38 \ud835\udc53 \ud835\udc3b\ud835\udc49,\ud835\udc52. \ud835\udc50 \ud835\udc56 = \ud835\udc50 \ud835\udc56,\ud835\udc43\ud835\udc36\ud835\udc38 \ud835\udc53 \ud835\udc3b\ud835\udc49,\ud835\udc52 \ud835\udc53 \ud835\udc5d\ud835\udc52\ud835\udc51. \ud835\udc63 \ud835\udc56 \u2013 demand flow rate for lane i (veh/h) \ud835\udc63 \ud835\udc56,\ud835\udc5d\ud835\udc50\ud835\udc52 \u2013 demand flow rate for lane i (pc/h) \ud835\udc53 \ud835\udc3b\ud835\udc49,\ud835\udc52 \u2013 heavy vehicle adjustment factor for the lane (weighted average of adjustment factors for each movement entering roundabout weighted by flow rate) \ud835\udc50 \ud835\udc56 \u2013 capacity for lane i (veh/h) \ud835\udc50 \ud835\udc56,\ud835\udc5d\ud835\udc50\ud835\udc52 \u2013capacity for lane i (pc/h) \ud835\udc53 \ud835\udc5d\ud835\udc52\ud835\udc51 \u2013 pedestrian impedance factor.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}