(a) Set up $y$-axis disc integral M1·A1·A1
The region $R$ is bounded by the curve $y = x^{2}$ (with $x \ge 0$), the line $y = 4$, and the $y$-axis. Rewrite the curve with $x$ as a function of $y$: $x = \sqrt{y}$ for $0 \le y \le 4$. Rotating about the $y$-axis, the disc at height $y$ has radius $x = \sqrt{y}$, so
$$ V(\Omega) \;=\; \pi \int_{0}^{4} x^{2}\,dy \;=\; \pi \int_{0}^{4} y\,dy. $$
(b) Evaluate the total volume M1·A1·A1
$$ V(\Omega) \;=\; \pi \left[\tfrac{y^{2}}{2}\right]_{0}^{4} \;=\; \pi \cdot 8 \;=\; 8\pi \text{ cm}^{3}. $$
(c) Show $V(h) = \dfrac{\pi h^{2}}{2}$ M1·A1·A1
Water of depth $h$ fills the bowl from $y = 0$ to $y = h$, using the same disc formula with upper limit $h$:
$$ V(h) \;=\; \pi \int_{0}^{h} y\,dy \;=\; \pi \cdot \tfrac{h^{2}}{2} \;=\; \dfrac{\pi h^{2}}{2}. \quad \text{AG} $$
(d) $\dfrac{dh}{dt}$ as a function of $h$ M1·A1·A1
Differentiate $V = \dfrac{\pi h^{2}}{2}$ implicitly with respect to $t$:
$$ \dfrac{dV}{dt} \;=\; \pi h \cdot \dfrac{dh}{dt} \;\Longrightarrow\; \dfrac{dh}{dt} \;=\; \dfrac{1}{\pi h}\,\dfrac{dV}{dt} \;=\; \dfrac{3}{\pi h}. $$
At $h = 2$: $\dfrac{dh}{dt} = \dfrac{3}{2\pi}$ cm/s $\approx 0.477$ cm/s.
(e) Time to fill M1·A1·R1
The bowl fills when $h = 4$, i.e. $V = V(\Omega) = 8\pi$ cm$^{3}$. Since inflow is constant:
$$ T \;=\; \dfrac{V(\Omega)}{dV/dt} \;=\; \dfrac{8\pi}{3} \text{ s} \;\approx\; 8.38 \text{ s}. $$
Consistency check. Alternatively, integrate $\dfrac{dt}{dh} = \dfrac{1}{dh/dt} = \dfrac{\pi h}{3}$ from $h = 0$ to $h = 4$:
$$ T \;=\; \int_{0}^{4} \dfrac{\pi h}{3}\,dh \;=\; \dfrac{\pi}{3} \cdot \tfrac{h^{2}}{2}\bigg|_{0}^{4} \;=\; \dfrac{\pi}{3} \cdot 8 \;=\; \dfrac{8\pi}{3} \text{ s}. \;\checkmark $$
Both routes agree, confirming the model.
Two-route consistency is a Paper 3 hallmark. Whenever a Paper 3 question asks you to compute the same quantity by two different methods, the verification is the point — examiners reward the explicit cross-check (R1). Here, "total volume divided by constant flow rate" and "integrate $dt/dh$" both give $T = 8\pi/3$. A second insight: for any "water-in-bowl" problem with shape $x = g(y)$, the function $V(h) = \pi \int_{0}^{h} [g(y)]^{2}\,dy$ is a cumulative volume; its derivative $V'(h) = \pi [g(h)]^{2}$ is precisely the cross-section area at the water surface. So $\dfrac{dV}{dt} = V'(h)\,\dfrac{dh}{dt}$ is the same "$A(h) \cdot dh/dt$" recipe from Q7, applied with $A(h) = \pi h$ (a circle of radius $\sqrt{h}$). All these problems are one problem in different costumes.
(a) 绕 $y$ 轴的圆盘积分 M1·A1·A1
区域 $R$ 由 $y = x^{2}$($x \ge 0$)、直线 $y = 4$、$y$ 轴所围。把曲线写为 $x = \sqrt{y}$($0 \le y \le 4$)。绕 $y$ 轴旋转,高度 $y$ 处的圆盘半径 $x = \sqrt{y}$:
$$ V(\Omega) \;=\; \pi \int_{0}^{4} x^{2}\,dy \;=\; \pi \int_{0}^{4} y\,dy。 $$
(b) 计算总体积 M1·A1·A1
$$ V(\Omega) \;=\; \pi \left[\tfrac{y^{2}}{2}\right]_{0}^{4} \;=\; 8\pi \text{ cm}^{3}。 $$
(c) 证 $V(h) = \dfrac{\pi h^{2}}{2}$ M1·A1·A1
水深 $h$ 时水充满 $y \in [0, h]$,圆盘公式上限换为 $h$:
$$ V(h) \;=\; \pi \int_{0}^{h} y\,dy \;=\; \dfrac{\pi h^{2}}{2}。 \quad \text{AG} $$
(d) $\dfrac{dh}{dt}$ 作为 $h$ 的函数 M1·A1·A1
对 $V = \dfrac{\pi h^{2}}{2}$ 关于 $t$ 隐式求导:
$$ \dfrac{dV}{dt} \;=\; \pi h \cdot \dfrac{dh}{dt} \;\Longrightarrow\; \dfrac{dh}{dt} \;=\; \dfrac{3}{\pi h}。 $$
$h = 2$:$\dfrac{dh}{dt} = \dfrac{3}{2\pi}$ cm/s $\approx 0.477$ cm/s。
(e) 注满时间 M1·A1·R1
碗满时 $h = 4$,$V = V(\Omega) = 8\pi$。恒定入流:
$$ T \;=\; \dfrac{V(\Omega)}{dV/dt} \;=\; \dfrac{8\pi}{3} \text{ s} \;\approx\; 8.38 \text{ s}。 $$
核对。等价地,由 $\dfrac{dt}{dh} = \dfrac{\pi h}{3}$,从 $h = 0$ 积分到 $h = 4$:
$$ T \;=\; \int_{0}^{4} \dfrac{\pi h}{3}\,dh \;=\; \dfrac{\pi}{3} \cdot 8 \;=\; \dfrac{8\pi}{3} \text{ s}。 \;\checkmark $$
两路一致,模型自洽。
双路一致是 Paper 3 标志。Paper 3 让你用两种方法算同一量时,"核对"本身就是题目的目的——评卷专奖显式互验(R1)。本题"总体积 $\div$ 恒流"与"积分 $dt/dh$"都给 $T = 8\pi/3$。其次:任何"水入碗"问题中,若形状 $x = g(y)$,函数 $V(h) = \pi \int_{0}^{h} [g(y)]^{2}\,dy$ 即累积体积,其导数 $V'(h) = \pi [g(h)]^{2}$ 恰为水面处横截面积。故 $\dfrac{dV}{dt} = V'(h)\,\dfrac{dh}{dt}$ 与 Q7 的 "$A(h) \cdot dh/dt$" 公式相同,此处 $A(h) = \pi h$(半径 $\sqrt{h}$ 的圆)。所有这些题,本质上是同一道题穿不同外衣。