09.01.2015 Views

1 - HKU Libraries

1 - HKU Libraries

1 - HKU Libraries

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

T.P.D.M.V.2.4<br />

4.2.5 Delay<br />

4.2.5.1 Obviously delay is closely related to capacity and design flow as described in the previous<br />

two sections. As the design flow approaches the capacity of the junction delays will<br />

increase. In this introductory section it is considered worthwhile to briefly examine aspects<br />

of delay at the different junction types.<br />

4.2.5.2 At priority junctions delay will be experienced only by the minor road traffic. Major road<br />

traffic will flow virtually unimpeded almost to the point where the major road flow equals<br />

the major road capacity. Before this point is reached however the delays to vehicles on the<br />

minor road will have reached intolerable proportions. Long delays to minor road traffic also<br />

encourage smaller gap acceptance and a consequent increase in accidents.<br />

4.2.5.3 Unlike priority junctions traffic signals can distribute delay fairly so that no particular<br />

movement suffers disproportionate delays. At low levels of flow however, total delay at a<br />

junction will increase when compared with a priority layout. Minimum cycle times are<br />

required by safety considerations and where this cycle time is greater than that warranted on<br />

capacity grounds unnecessary delay results. This problem is particularly prevalent at very<br />

off peak times, such as the middle of the night, despite the facility with all modern<br />

controllers to vary phase and cycle times throughout the 24 hours. Delays can of course be<br />

minimised by linking adjacent traffic signal controlled junctions.<br />

4.2.5.4 With well balanced flows delays at roundabouts will be minimised over a full range of flow<br />

up to levels which are close to capacity. Problems can arise with single predominant flows<br />

causing long delays to those traffic streams across whose entry they pass. Also roundabouts<br />

should be avoided in locations covered by Area Traffic Control.<br />

4.2.5.5 Delays to major through movements are abolished completely at grade separated<br />

interchanges while delays to minor turning movements can be minimized by use of<br />

appropriate junction control where the ramps and minor roads intersect.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!