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A four-phase traffic signal has critical lane group flow ratios of 0.225, 0.175, 0.200, and 0.150. If the lost time per phase is 5 seconds and a critical intersection v/c of 0.85 is desired, calculate the minimum cycle length and the phase effective green times such that the lane group v/c ratios are equalized.
You are required to design an energy meter based on CPLD (Complex Programmable Logic Device) that will smartly disconnect the supply when sufficient amount of energy units are consumed. The device needs to be programmed using VHDL computing language.
Determine the required airflow for diesel dilution at the face of the heading if the requirement is for 0.05 m3/s of air per kW of diesel power and what is the total development airflow
Briefly describe the mechanisms involved in the excavation of rock - What parameters are used when determining the shape of shafts and the size of shafts?
modify the airline terminal problem by adding agent breaks. the 16 hours are divided into two 8-hour shifts. agent
Conduct research on traffic engineering using MPLS. List a set of goals for traffic engineering. Which of these goals can only be met with MPLS, and which are met by using existing (non-MPLS) protocols. What advantages does MPLS offer
What were the causes of the incident? What regulations were passed as a result of this incident? What is sustainability? Describe how LCA (Life Cycle Assessment) helps in developing environmental friendly products
12. Figure 6-41 shows the output voltage of an op-amp in response to a step input. What is the slew rate?
Problem 1. Calculate the rms value of the following waveforms (1) v(t) =15 sin(2g600
early computers were only usable by experts with strong technical knowledge. examine how interactive systems have
Two such inverters are connected in tandem and driven by an ideal input having zero rise and fall times. Calculate the time taken for the output voltage to complete its excursion for (a) a rising input and (b) a falling input. What is the propagat..
If an observation for route 1 finds that the gaps between 30% of the vehicles are less than 6 seconds, estimate the volume and average travel times for the two routes.
Silver ion concentration changes over the filter bed depths
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