Consider the geometric and traffic characteristics shown below.Approach (Width)North (56 ft)South ( 56 ft )East ( 68 ft )West ( 68 ft ) For the following saturation flows: The total cycle length was 297 s. Now assume the saturation flow rates are \( 10 \% \) higher, that is, assume the following saturation flow rates: speed of \( 3.5 \mathrm{ft} / \mathrm{s} \) through a crosswalk of width 10 ft .) What effect does the increase in saturation flow rates have on cycle length?---Select--- ---Select---increased decreased