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25-Nav-A2 Hydrodynamics of Ships (I)_ Resistance and Propulsion · December 2019

Question 8 of 9: Wake-Field Effects on Blade Section Loading

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exams — December 2019 — 16-Nav-A2 Hydrodynamics of Ships I: Resistance and Propulsion. Three-hour, closed-book exam; a data sheet, a propeller (Wageningen B4-55) chart and a Burrill cavitation chart are supplied. Format: Questions 1–7 are compulsory (attempt all seven), then one of Questions 8 or 9. All nine are solved below for completeness. Units follow the paper (mixed SI, with the historic Imperial-unit legend that duplicates on the supplied Burrill sheet noted where relevant).

Reference texts: Larsson & Raven, Ship Resistance and Flow (SNAME) — model-scale resistance testing, Froude/Reynolds scaling and the ITTC 1978 performance-prediction method; Lewis (ed.), Principles of Naval Architecture, Vol. II — Resistance, Propulsion and Vibration (SNAME) — propeller geometry, open-water B-series design and cavitation; Carlton, Marine Propellers and Propulsion (Butterworth-Heinemann) — Wageningen B-series charts and the Burrill back-cavitation criterion.

Question 8: Wake-Field Effects on Blade Section Loading (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Wake-fraction iso-lines at the $0.7R$ blade path (starboard side, $\theta=0$ at top-dead-centre through $\theta=\pi$ at bottom-dead-centre, in steps of $\pi/4$), read from the exam's wake-field sketch: point A ($\theta=0$) near $w\approx0.80$; point B ($\theta=\pi/4$) near $w\approx0.60$; point C ($\theta=\pi/2$) near $w\approx0.80$; point D ($\theta=3\pi/4$) near $w\approx0.40$; point E ($\theta=\pi$) near $w\approx0.10$. The blade section rotates at constant angular speed, so its own tangential (rotational) speed $U=2\pi nr$ at $0.7R$ is constant; only the axial inflow $V_a(r,\theta)=V_S(1-w(r,\theta))$ varies with position.

Pointθw (from sketch)Relative $V_a=V_S(1-w)$
A0 (top)≈ 0.80low
Bπ/4≈ 0.60low–moderate
Cπ/2 (side)≈ 0.80low
D3π/4≈ 0.40moderate–high
Eπ (bottom)≈ 0.10high

Find. The resultant-velocity/angle-of-attack picture (i), the resulting lift-coefficient variation (ii), and the resulting elemental thrust-load variation over one revolution (iii), for the blade section at $0.7R$.

Approach. At each angular position the blade section sees a resultant velocity that is the vector sum of the (constant) rotational speed $U$ and the (position-dependent) axial inflow $V_a(\theta)$; a lower $V_a$ steepens the resultant vector relative to the blade's fixed pitch line, raising the angle of attack, which (below stall) raises the lift coefficient and hence the elemental thrust — so the wake pattern is mapped, position by position, through to a cyclic thrust load.

(i) Resultant velocity and angle of attack. Because $U$ is fixed while $V_a$ varies with $\theta$, the local inflow angle $\beta=\tan^{-1}(V_a/U)$ is smallest where $w$ is largest (A and C, both $w\approx0.80$) and largest where $w$ is smallest (E, $w\approx0.10$). Since the blade's geometric pitch angle $\varphi$ at this radius is fixed, the angle of attack $\alpha=\varphi-\beta$ moves opposite to $\beta$: $\alpha$ is highest at A and C (low $V_a$, low $\beta$) and lowest at E (high $V_a$, high $\beta$), with B and D at intermediate values consistent with their intermediate wake fractions.

V_a (axial)U = 2πnrABCDEGrid (i): resultant inflow velocity by blade position(low V_a at A, C → steep resultant → high angle of attack)
Grid (i) — Resultant-velocity triangle at each labelled point: the rotational component $U$ is common to all five, while the axial component $V_a$ shrinks as $w$ rises (A, C), steepening the resultant and raising the angle of attack.

(ii) Lift coefficient. Below stall, $C_L$ rises with $\alpha$; the blade section therefore experiences its highest $C_L$ passing through the high-wake top region (A, C) and its lowest $C_L$ passing through the bottom (E), with B and D on the rising/falling flank.

α (angle of attack)C_LEDBACGrid (ii): section lift coefficient vs angle of attackE (low α) → A/C (high α, near stall) as blade sweeps top
Grid (ii) — Section lift coefficient vs. angle of attack, with points A–E located on the curve at the angles of attack implied by Grid (i).

(iii) Elemental thrust load over one revolution. Since elemental thrust at a blade section is governed primarily by lift, the same once-per-revolution pattern carries through directly to loading: the blade element is most heavily loaded passing through the top of the disk (A, C — high wake, high $\alpha$, high $C_L$) and least loaded passing the bottom (E — low wake, low $\alpha$, low $C_L$), with B and D marking the transition. This cyclic loading — once per revolution for the mean pattern, and at blade-passing frequency ($Z\times$ shaft speed) for the combined effect of all four blades — is the direct source of propeller-induced hull vibration and unsteady bearing/shaft forces, and (tying back to Question 6) the local loading peak near top-dead-centre is exactly where transient cavitation is most likely to be triggered even in a design whose time-averaged Burrill check is satisfactory.

time (1 revolution)dTABCDEGrid (iii): elemental thrust load over one revolutionpeaks near A/C (top), troughs near E (bottom) — once-per-rev cyclic load
Grid (iii) — Elemental thrust load on the blade section over one revolution, peaking near A/C (top) and troughing near E (bottom) — the same once-per-revolution cycle as Grids (i) and (ii).
PointRelative $\alpha$Relative $C_L$Relative $dT$
A (top, $w\approx0.80$)highhighhigh
B ($w\approx0.60$)moderatemoderatemoderate
C (side, $w\approx0.80$)highhighhigh
D ($w\approx0.40$)low–moderatelow–moderatelow–moderate
E (bottom, $w\approx0.10$)lowlowlow