Author Affiliations
1School of Environmental Studies, China University of Geosciences, Wuhan 430074, China2School of Surveying and Land Information Engineering, Henan Polytechnic University, Jiaozuo 454000, Henan, China3Department of Landscape Architecture, China University of Geosciences, Wuhan 430074, Chinashow less
Fig. 1. The study area showing 12 studied headland-bay beaches and wave and tide data sources in the west Guangdong. The beaches include #1-Jizhao Bay (21.392°-21.392°N, 110.847°-110.853°E), #2-Wangcun Bay (21.388°-21.418°N, 110.891°-110.929°E), #3-Aonei Bay (21.418°-21.429°N, 110.958°-110.982°E), #4- Shuidong Bay (21.429°-21.459°N, 110.997°-111.053°E), #5-Shuidong Dong (21.460°-21.469°N, 111.102°- 111.128°E), #6-Bohe Bay (21.464°-21.481°N, 111.136°-111.199°E), #7-Fuhu Bay (21.507°-21.525°N, 111.489°-111.527°E), #8-Hebei Bay (21.512°-21.534°N, 111.554°-111.598°E), #9-Hailing Bay (21.593°- 21.618°N, 111.690°-111.751°E), #10-Shili Beach (21.579°-21.604°N, 111.877°-111.911°E), #11-Dongdao Beach (21.618°-21.624°N, 111.982°-111.996°E) and #12-Sanya Bay (21.787°-21.807°N, 112.087°-112.12856°E).
Fig. 2. The variations of (a) annual mean significant wave height (Mean Hs), maximum wave height (Max. Hs) and minimum wave height (Min. Hs), and (b) annual mean significant wave period (Mean Tz), maximum wave period (Max. Tz), and minimum wave period (Min. Tz) during 1979-2017 at W3
Fig. 3. The wave rose showing the characteristics of the monthly wave directions at W3
Fig. 4. The variation of (a) monthly mean significant wave heights and (b) wave periods at W3 during 1979- 2017
Fig. 5. Mean sand size and standard deviation of (a) upper intertidal profile and (b) lower intertidal profile for 12 west Guangdong beaches
Fig. 6. Examples of reflective, intermediate, and dissipative beach types with cross-shore profiles (left) and aerial photographic images (right)
Fig. 7. Prediction of beach morphodynamic types (R: reflective; B: barred; BD: barred dissipative; LTT+R: low tide terrace with rip; LTBR: low tide bar or rip; NBD: non-barred dissipative) within the beach morphodynamic framework based on the dimensionless fall velocity parameter (Ω) and relatively tidal range parameter (RTR). The marker sizes represent the relative gradients of the upper intertidal profiles and the right color bar reflects the absolute wave energy level for 12 studied beaches (1: Jizhao Bay; 2: Wangcun Bay; 3: Aonei Bay; 4: Shuidong Bay; 5: Shuidong Dong; 6: Bohe Bay; 7: Fuhu Bay; 8: Hebei Bay; 9: Hailing Bay; 10: Shili Beach; 11: Dongdao Beach; 12: Sanya Bay).
| Reflective | Intermediate | Non-barred dissipative |
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Beach sites | Dongdao Beach | Bohe Bay, Fuhu Bay, Hebei Bay, Shili Beach, Sanya Bay | Jizhao Bay, Wangcun Bay, Aonei Bay, Shuidong Bay, Shuidong Dong, Hailing Bay | Sand characteristics | Coarse sand | Mainly medium sand | Fine sand | Intertidal gradient | Steep (>10°) | Steeper on the upper beach (6°-10°) and moderately steep on the lower beach (3°-6°) | Moderately steep on the upper beach (3°-5°) and flat on the lower beach (1°-2°) | Breaker types | Plunging breakers | Plunging breakers | Plunging breakers during high tide, spilling breakers during low tide | Characteristic morphology | Swash cusps and berm | Rip/bar morphology | Concave profile, featureless morphology | Dominant process | Swash zone/surf zone | Surf zone | Surf zone/shoaling |
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Table 1. Actual beach morphodynamic type diagnoses based on sediment characteristics, intertidal gradient, breaker type, characteristic morphology and dominant process