Journal of Tropical Oceanography ›› 2024, Vol. 43 ›› Issue (6): 72-79.doi: 10.11978/2024092CSTR: 32234.14.2024092
• Marine Geomorphology • Previous Articles Next Articles
Received:
2024-04-25
Revised:
2024-06-13
Online:
2024-11-10
Published:
2024-12-05
Contact:
LI Rongmao
Supported by:
CLC Number:
LI Rongmao. Study on topographic and geomorphological features and natural disaster capacity of sandy coast in Shenhu Bay, Fujian[J].Journal of Tropical Oceanography, 2024, 43(6): 72-79.
Tab. 1
Geographic information of the survey profiles on the sandy coast"
剖面 | 纬度 | 经度 | 方位角 |
---|---|---|---|
P01 | 24 ˚37′24"N | 118 ˚39′18"E | 47.44° |
P02 | 24°37′43"N | 118°39′04"E | 56.93° |
P03 | 24°38′07"N | 118°38′48"E | 60.21° |
P04 | 24°38′31"N | 118°38′43"E | 80.60° |
P05 | 24°38′53"N | 118°38′37"E | 85.62° |
P06 | 24°39′17"N | 118°38′36"E | 94.75° |
P07 | 24°39′41"N | 118°38′38"E | 104.41° |
P08 | 24°40′04"N | 118°38′47"E | 107.63° |
P09 | 24°40′26"N | 118°38′54"E | 122.88° |
P10 | 24°40′46"N | 118°39′01"E | 122.49° |
Tab. 2
Evaluation indexes and valuation criteria of resource endowments of sandy coast"
序号 | 评估指标 | 等级Ⅰ | 等级Ⅱ | 等级Ⅲ | 等级Ⅳ | 等级Ⅴ |
---|---|---|---|---|---|---|
1 | 干滩宽度/m | ≥70 | [40,70) | [20,40) | [10,20) | <10 |
2 | 潮间带宽度/m | ≥150 | [100,150) | [50,100) | [30,50) | <30 |
3 | 潮间带坡度 | ≤1/80 | (1/80,1/50] | (1/50,1/30] | (1/30,1/20] | >1/20 |
4 | 沉积物类型 | 细砂 | 中细砂 | 中砂 | 粗砂 | 砾质 |
5 | 沉积物分选度 | 极好 | 好 | 中等 | 差 | 极差 |
6 | 海滩地貌特征 | 发育滩肩与水下沙坝, 无侵蚀陡坎 | / | 发育滩肩, 无水下沙坝 | / | 不发育滩肩与水下沙坝, 有侵蚀陡坎 |
海滩禀赋评估指标赋值(Ri) | 40 | 30 | 20 | 10 | 5 |
Tab. 5
Granularity of surface sediment of sandy coast in the Shenhu Bay in September 2022"
断面 | 站位 | 中值粒径(Md)/φ | 平均粒径(MZ )/φ | 分选系数(σi )/φ | 偏态(Ski )/φ | 峰态(Kg )/φ | 沉积物类型 |
---|---|---|---|---|---|---|---|
P03 | P03S | 0.61 | 0.61 | 0.32 | 0.01 | 0.91 | 砂 |
P03T | 0.63 | 0.62 | 0.32 | -0.02 | 0.91 | 砂 | |
P03H | -0.92 | -0.72 | 0.94 | 0.29 | 0.74 | 砂 | |
P03M | 1.70 | 1.67 | 0.87 | -0.13 | 1.52 | 砂 | |
P03L | 2.92 | 2.91 | 0.48 | -0.02 | 0.98 | 砂 | |
P03U1 | 0.55 | 0.55 | 0.64 | -0.06 | 1.71 | 砂 | |
P03U2 | 5.36 | 5.26 | 1.91 | -0.07 | 0.80 | 砂质粉砂 | |
平均值 | 1.55 | 1.56 | 0.78 | 0.00 | 1.08 | ||
P06 | P06S | 1.14 | 1.14 | 0.35 | 0.05 | 1.10 | 砂 |
P06T | 1.23 | 1.23 | 0.55 | -0.02 | 1.11 | 砂 | |
P06H | 0.51 | 0.49 | 1.29 | -0.01 | 0.91 | 砂 | |
P06M | 2.35 | 2.36 | 0.56 | 0.03 | 0.94 | 砂 | |
P06L | 2.58 | 2.78 | 1.21 | 0.44 | 1.75 | 砂 | |
P06U1 | 0.56 | 0.58 | 0.63 | 0.00 | 1.56 | 砂 | |
P06U2 | 6.32 | 6.35 | 1.32 | 0.04 | 0.92 | 粉砂 | |
平均值 | 2.10 | 2.13 | 0.84 | 0.08 | 1.18 |
Tab. 6
Granularity of surface sediment of sandy coast in the Shenhu Bay in December 2022"
断面 | 站位 | 中值粒径(Md )/φ | 平均粒径(MZ )/φ | 分选系数(σi )/φ | 偏态(Ski )/φ | 峰态(Kg )/φ | 沉积物类型 |
---|---|---|---|---|---|---|---|
P03 | P03S | 0.11 | 0.11 | 0.82 | 0.00 | 0.50 | 砂 |
P03T | 0.15 | 0.30 | 0.49 | 0.50 | 1.62 | 砂 | |
P03H | 0.07 | 0.06 | 0.83 | 0.03 | 0.93 | 砂 | |
P03M | 1.02 | 0.47 | 0.99 | -0.51 | 2.46 | 砂 | |
P03L | 2.10 | 2.07 | 0.73 | -0.06 | 0.92 | 砂 | |
P03U1 | 3.03 | 3.10 | 0.96 | 0.40 | 1.97 | 砂 | |
P03U2 | 3.05 | 3.23 | 1.23 | 0.47 | 2.44 | 砂 | |
平均值 | 1.36 | 1.34 | 0.86 | 0.12 | 1.55 | ||
P06 | P06S | 1.11 | 1.07 | 0.61 | -0.02 | 1.42 | 砂 |
P06T | 0.80 | 0.82 | 0.89 | -0.10 | 1.03 | 砂 | |
P06H | -1.12 | -0.64 | 1.31 | 0.59 | 1.38 | 砂 | |
P06M | 2.11 | 2.22 | 0.48 | 0.33 | 0.95 | 砂 | |
P06L | 2.10 | 2.19 | 0.49 | 0.27 | 0.90 | 砂 | |
P06U1 | 5.47 | 5.51 | 1.52 | -0.01 | 1.06 | 粉砂 | |
P06U2 | 5.50 | 5.54 | 1.52 | 0.00 | 1.04 | 粉砂 | |
平均值 | 2.28 | 2.39 | 0.97 | 0.15 | 1.11 |
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