For Greenberg's model $v = v_o \ln(k_j/k)$, there is a shortcut: the density that maximizes flow always works out to $k_j/e$, so instead of differentiating from scratch, we can use that known result and verify it.
Flow is $q = kv = k v_o \ln(k_j/k)$. Writing $x = k_j/k$ so that $k = k_j/x$, flow becomes:
\[ q = \frac{k_j}{x} v_o \ln x \]This is maximized where $\dfrac{d}{dx}\left(\dfrac{\ln x}{x}\right) = 0$, and a standard calculus result is that $\ln x / x$ peaks at $x = e$. So the maximum flow condition is $k_j/k = e$, giving $k = k_j/e$, the same result reached by direct differentiation.
Substituting $x = e$ back:
\[ q_{max} = \frac{k_j}{e} v_o \ln(e) = \frac{k_j v_o}{e} \times 1 = \frac{k_j v_o}{e} \]So the maximum flow has a clean closed form, $q_{max} = k_j v_o / e$, without needing to separately compute the speed and density at the peak.
Plugging in $k_j = 200$ veh/km and $v_o = 45$ km/h:
\[ q_{max} = \frac{200 \times 45}{2.71828} = \frac{9000}{2.71828} = 3310.9 \text{ veh/h} \]Let's summarize:
So the maximum flow for this stream is $q_{max} \approx 3311$ veh/h.
A plot of speed-density relationship (linear) of two roads (Road A and Road B) is shown in the figure. If the capacity of Road A is \(C_A\) and the capacity of Road B is \(C_B\), what is \(\frac{C_A}{C_B}\)?
