Đề tài Thực trạng bồi xói đoạn sông Hương chảy qua thành Phố Huế
Mục lục
Mở đầu 7
Chương 1. Tổng quan 8
1.1. Sông Hương với lịch sử cảnh quan cố đô Huế 8
1.2. Sông Hương và sự phát triển kinh tế xã hội của Huế 8
Chương 2. Điều kiện địa lý tự nhiên lưu vực sông H−ơng 13
2.1. Vị trí địa lí tự nhiên 13
2.2. Đặc điểm khí tượng thuỷ văn 13
2.3. Diễn biến lòng sông Hương đoạn từ Vạn Niên đến Bao Vinh
2.4. Đánh giá thực trạng và bảo vệ môi tr−ờng 19
Chương 3. Nghiên cứu bồi lắng sông Hương đoạn từ Vạn Niên đến Bao Vinh
3.1. Mục đích nghiên cứu 22
3.2. Nội dung nghiên cứu 22
3.3. Tổ chức thực hiện 23
3.4. Phương pháp nghiên cứu 23
Chương 4. Kết quả nghiên cứu 28
4.1. Đánh giá tài liệu 28
4.2. Lập bình đồ đáy sông 30
4.3. Vài nét về thực trạng và nguyên nhân 34
4.4. Một số định hướng nhằm giảm thiểu bồi lắng xói lở 37
Kết luận 39
Tài liệu tham khảo 41
Phụ lục 1 - Các kết quả đo đạc, chương trình tính và kết quả tính
Phụ lục 2 - Bài báo, bản đồ 84
Phụ lục 3 - Phiếu đăng ký kết quả nghiên cứu KH-CN 96
Thực trạng bồi xói đoạn sông Hương chảy qua thành phố Huế
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24.98m 4.50cm
-3.60 232.05m 4.64cm
-3.25 236.08m 4.72cm
-3.55 248.19m 4.96cm
-3.84 261.30m 5.23cm
-4.24 264.33m 5.29cm
-4.51 276.44m 5.53cm
-4.25 283.50m 5.67cm
-3.99 287.53m 5.75cm
-3.70 293.59m 5.87cm
-3.39 302.67m 6.05cm
-3.04 305.69m 6.11cm
-2.71 307.71m 6.15cm
-2.42 311.75m 6.23cm
-2.07 315.78m 6.32cm
MÆt c¾t 48
VÜ ®é ®Çu:16`27680 - Kinh ®é ®Çu:107`34912
VÜ ®é cuèi:16`27880 - Kinh ®é cuèi:107`34870
S©u nhÊt: -4.86 7.62m 0.15cm
§é cao (m) KC (m) KC (cm)
-2.82 0.00m 0.00cm
-3.30 1.09m 0.02cm
-4.47 2.18m 0.04cm
-4.77 5.45m 0.11cm
-4.46 18.52m 0.37cm
-4.19 21.78m 0.44cm
-3.89 23.96m 0.48cm
-3.62 26.14m 0.52cm
-3.23 28.32m 0.57cm
-2.75 30.50m 0.61cm
-2.27 32.68m 0.65cm
-1.94 34.86m 0.70cm
-1.66 37.03m 0.74cm
-1.30 40.30m 0.81cm
-0.91 46.84m 0.94cm
-1.66 66.44m 1.33cm
-2.20 67.53m 1.35cm
-2.65 68.62m 1.37cm
-2.91 76.25m 1.52cm
-3.21 91.50m 1.83cm
-3.48 96.94m 1.94cm
-3.74 126.35m 2.53cm
-3.48 175.37m 3.51cm
-3.17 204.78m 4.10cm
-3.43 230.92m 4.62cm
-3.76 253.79m 5.08cm
-3.50 301.72m 6.03cm
-3.22 342.02m 6.84cm
-2.94 361.63m 7.23cm
-2.67 371.43m 7.43cm
-2.52 374.70m 7.49cm
MÆt c¾t 49
VÜ ®é ®Çu:16`27800 - Kinh ®é ®Çu:107`35105
VÜ ®é cuèi:16`27922 - Kinh ®é cuèi:107`34963
S©u nhÊt: -5.86 53.64m 1.07cm
MÆt c¾t 50
VÜ ®é ®Çu:16`27840 - Kinh ®é ®Çu:107`35164
VÜ ®é cuèi:16`27970 - Kinh ®é cuèi:107`35062
S©u nhÊt: -5.92 81.63m 1.63cm
75
§é cao (m) KC (m) KC (cm)
-2.92 0.00m 0.00cm
-3.28 3.09m 0.06cm
-3.74 5.16m 0.10cm
-4.10 7.22m 0.14cm
-4.53 9.28m 0.19cm
-4.80 13.41m 0.27cm
-5.06 41.26m 0.83cm
-5.37 45.39m 0.91cm
-5.65 48.48m 0.97cm
-5.39 75.30m 1.51cm
-5.11 81.49m 1.63cm
-5.38 86.65m 1.73cm
-5.00 90.77m 1.82cm
-4.70 106.25m 2.12cm
-4.43 122.75m 2.45cm
-4.07 142.35m 2.85cm
-3.73 154.73m 3.09cm
-3.45 166.07m 3.32cm
-3.17 176.39m 3.53cm
-3.48 181.55m 3.63cm
-3.22 201.14m 4.02cm
-3.48 266.13m 5.32cm
-3.15 282.63m 5.65cm
-2.86 288.82m 5.78cm
-2.57 297.07m 5.94cm
-2.27 309.45m 6.19cm
-2.01 317.70m 6.35cm
-1.68 333.18m 6.66cm
-1.38 336.27m 6.73cm
-1.35 337.30m 6.75cm
§é cao (m) KC (m) KC (cm)
-3.94 0.00m 0.00cm
-4.29 4.13m 0.08cm
-4.59 8.27m 0.17cm
-4.92 11.37m 0.23cm
-5.18 18.60m 0.37cm
-5.44 29.96m 0.60cm
-5.70 34.10m 0.68cm
-5.40 87.83m 1.76cm
-5.10 116.76m 2.34cm
-4.79 129.16m 2.58cm
-4.51 139.49m 2.79cm
-4.22 152.92m 3.06cm
-3.85 158.09m 3.16cm
-3.58 185.98m 3.72cm
-3.32 210.78m 4.22cm
-3.04 216.98m 4.34cm
-3.30 253.14m 5.06cm
-2.98 267.61m 5.35cm
-2.64 275.88m 5.52cm
-2.30 286.21m 5.72cm
-2.11 299.64m 5.99cm
MÆt c¾t 51
VÜ ®é ®Çu:16`27960 - Kinh ®é ®Çu:107`35270
VÜ ®é cuèi:16`28062 - Kinh ®é cuèi:107`35154
S©u nhÊt: -7.48 10.75m 0.21cm
§é cao (m) KC (m) KC (cm)
-6.52 0.00m 0.00cm
-6.91 4.88m 0.10cm
-7.27 7.82m 0.16cm
-7.00 14.65m 0.29cm
-6.73 18.56m 0.37cm
-7.00 29.31m 0.59cm
-6.70 33.21m 0.66cm
-6.43 35.17m 0.70cm
-6.17 63.50m 1.27cm
-5.87 81.08m 1.62cm
-5.58 90.85m 1.82cm
-5.31 103.55m 2.07cm
-5.01 111.36m 2.23cm
-4.74 120.16m 2.40cm
-4.47 129.93m 2.60cm
MÆt c¾t 52
VÜ ®é ®Çu:16`28060 - Kinh ®é ®Çu:107`35370
VÜ ®é cuèi:16`28150 - Kinh ®é cuèi:107`35280
S©u nhÊt: -5.99 27.63m 0.55cm
§é cao (m) KC (m) KC (cm)
-4.44 0.00m 0.00cm
-4.77 2.21m 0.04cm
-5.13 12.16m 0.24cm
-5.46 15.47m 0.31cm
-5.82 17.68m 0.35cm
-5.54 38.68m 0.77cm
-5.26 53.05m 1.06cm
-4.93 56.37m 1.13cm
-4.64 77.37m 1.55cm
-4.37 84.00m 1.68cm
-4.09 98.37m 1.97cm
-3.81 113.84m 2.28cm
-3.54 124.90m 2.50cm
-3.26 147.00m 2.94cm
-2.96 192.32m 3.85cm
76
-4.18 142.63m 2.85cm
-3.91 156.30m 3.13cm
-3.64 175.84m 3.52cm
-3.38 194.40m 3.89cm
-3.08 219.80m 4.40cm
-2.75 241.29m 4.83cm
-2.46 250.08m 5.00cm
-2.10 268.64m 5.37cm
-1.80 271.57m 5.43cm
-1.44 275.48m 5.51cm
-1.47 278.41m 5.57cm
-2.64 227.69m 4.55cm
-2.40 229.90m 4.60cm
MÆt c¾t 53
VÜ ®é ®Çu:16`28185 - Kinh ®é ®Çu:107`35490
VÜ ®é cuèi:16`28255 - Kinh ®é cuèi:107`35320
S©u nhÊt: -5.21 20.12m 0.40cm
§é cao (m) KC (m) KC (cm)
-3.80 0.00m 0.00cm
-4.22 5.03m 0.10cm
-4.52 7.54m 0.15cm
-4.85 8.80m 0.18cm
-5.15 15.09m 0.30cm
-4.89 41.49m 0.83cm
-4.56 79.21m 1.58cm
-4.30 90.52m 1.81cm
-4.03 94.29m 1.89cm
-3.67 99.32m 1.99cm
-3.37 132.01m 2.64cm
-3.72 206.18m 4.12cm
-3.45 216.24m 4.32cm
-3.07 277.85m 5.56cm
-2.77 286.65m 5.73cm
-2.50 292.93m 5.86cm
-2.23 300.48m 6.01cm
-1.75 304.25m 6.08cm
-1.03 305.51m 6.11cm
-2.00 328.14m 6.56cm
MÆt c¾t 54
VÜ ®é ®Çu:16`28228 - Kinh ®é ®Çu:107`35560
VÜ ®é cuèi:16`28370 - Kinh ®é cuèi:107`35377
S©u nhÊt: -3.88 103.32m 2.07cm
§é cao (m) KC (m) KC (cm)
-3.50 0.00m 0.00cm
-2.17 1.12m 0.02cm
-2.44 5.62m 0.11cm
-2.70 10.11m 0.20cm
-2.96 23.58m 0.47cm
-3.30 37.06m 0.74cm
-3.56 46.05m 0.92cm
-3.83 90.97m 1.82cm
-3.53 111.18m 2.22cm
-3.14 115.67m 2.31cm
-3.40 121.29m 2.43cm
-3.67 123.54m 2.47cm
-3.37 147.12m 2.94cm
-3.10 166.21m 3.32cm
-2.82 176.32m 3.53cm
-2.56 239.21m 4.78cm
-2.30 253.81m 5.08cm
-2.02 259.43m 5.19cm
-1.68 290.87m 5.82cm
-1.34 299.86m 6.00cm
-1.61 317.83m 6.36cm
-1.34 345.90m 6.92cm
-1.67 366.12m 7.32cm
-1.97 371.73m 7.43cm
-1.68 380.72m 7.61cm
-1.37 387.45m 7.75cm
-1.04 394.19m 7.88cm
-0.77 416.65m 8.33cm
MÆt c¾t 55
VÜ ®é ®Çu:16`28300 - Kinh ®é ®Çu:107`35586
VÜ ®é cuèi:16`28385 - Kinh ®é cuèi:107`35107
S©u nhÊt: -4.10 83.70m 1.67cm
§é cao (m) KC (m) KC (cm)
-2.85 0.00m 0.00cm
-3.18 10.15m 0.20cm
MÆt c¾t 56
VÜ ®é ®Çu:16`28410 - Kinh ®é ®Çu:107`35695
VÜ ®é cuèi:16`28385 - Kinh ®é cuèi:107`35107
S©u nhÊt: -3.03 792.81m 15.86cm
§é cao (m) KC (m) KC (cm)
-0.93 0.00m 0.00cm
77
-3.48 20.29m 0.41cm
-3.76 55.80m 1.12cm
-4.03 73.55m 1.47cm
-3.75 149.65m 2.99cm
-3.47 246.03m 4.92cm
-3.15 299.29m 5.99cm
-2.84 403.28m 8.07cm
-2.55 433.72m 8.67cm
-2.84 542.78m 10.86cm
-3.15 596.05m 11.92cm
-2.87 667.06m 13.34cm
-2.48 689.89m 13.80cm
-2.18 697.50m 13.95cm
-1.92 715.25m 14.31cm
-1.62 725.40m 14.51cm
-1.35 740.62m 14.81cm
-1.08 763.45m 15.27cm
-1.54 781.20m 15.62cm
-1.84 791.35m 15.83cm
-1.36 809.10m 16.18cm
-1.32 864.90m 17.30cm
-1.26 164.12m 3.28cm
-1.59 186.84m 3.74cm
-1.92 201.99m 4.04cm
-2.19 212.09m 4.24cm
-2.45 227.24m 4.54cm
-2.72 244.91m 4.90cm
-2.98 318.13m 6.36cm
-2.68 350.96m 7.02cm
-2.40 409.03m 8.18cm
-2.10 426.70m 8.53cm
-2.60 439.33m 8.79cm
-2.33 469.63m 9.39cm
-2.05 520.12m 10.40cm
-1.60 537.80m 10.76cm
-1.33 552.95m 11.06cm
-1.03 563.05m 11.26cm
-1.35 608.49m 12.17cm
-1.62 623.64m 12.47cm
-2.04 628.69m 12.57cm
-2.40 631.22m 12.62cm
-2.72 676.67m 13.53cm
-3.02 709.49m 14.19cm
-2.73 838.26m 16.77cm
-2.42 858.46m 17.17cm
-2.15 868.56m 17.37cm
-1.85 881.18m 17.62cm
-1.58 891.28m 17.83cm
-1.31 911.48m 18.23cm
-1.02 1009.95m 20.20cm
-1.08 1045.30m 20.91cm
MÆt c¾t 57
VÜ ®é ®Çu:16`28414 - Kinh ®é ®Çu:107`35512
VÜ ®é cuèi:16`28430 - Kinh ®é cuèi:107`35488
S©u nhÊt: -5.82 51.77m 1.04cm
§é cao (m) KC (m) KC (cm)
-5.20 0.00m 0.00cm
-4.87 1.97m 0.04cm
-4.48 3.28m 0.07cm
-4.16 5.24m 0.10cm
-3.84 10.48m 0.21cm
-3.37 14.42m 0.29cm
-3.76 17.04m 0.34cm
-4.08 24.90m 0.50cm
-4.35 38.66m 0.77cm
-4.72 41.94m 0.84cm
-5.03 44.56m 0.89cm
-5.30 46.52m 0.93cm
-5.64 48.49m 0.97cm
-5.79 51.77m 1.04cm
MÆt c¾t 58
VÜ ®é ®Çu:16`28515 - Kinh ®é ®Çu:107`35532
VÜ ®é cuèi:16`28520 - Kinh ®é cuèi:107`35480
S©u nhÊt: -5.03 46.14m 0.92cm
§é cao (m) KC (m) KC (cm)
-3.23 0.00m 0.00cm
-3.49 3.15m 0.06cm
-3.20 6.82m 0.14cm
-3.46 12.06m 0.24cm
-3.83 35.65m 0.71cm
-4.09 40.90m 0.82cm
-4.50 41.95m 0.84cm
-4.77 42.47m 0.85cm
-5.03 45.62m 0.91cm
-4.72 48.76m 0.98cm
-4.38 51.38m 1.03cm
-4.05 53.48m 1.07cm
-3.74 55.58m 1.11cm
-3.43 58.20m 1.16cm
-3.11 62.92m 1.26cm
78
-2.82 69.21m 1.38cm
-2.44 78.13m 1.56cm
-2.18 81.80m 1.64cm
-1.88 82.84m 1.66cm
-1.51 85.99m 1.72cm
-1.43 92.81m 1.86cm
MÆt c¾t 59
VÜ ®é ®Çu:16`28688 - Kinh ®é ®Çu:107`35519
VÜ ®é cuèi:16`28670 - Kinh ®é cuèi:107`35466
S©u nhÊt: -4.01 0.63m 0.01cm
§é cao (m) KC (m) KC (cm)
-4.01 0.00m 0.00cm
-3.23 0.63m 0.01cm
-3.52 20.71m 0.41cm
-3.78 52.70m 1.05cm
-3.44 62.12m 1.24cm
-3.15 69.02m 1.38cm
-2.87 71.53m 1.43cm
-2.54 73.41m 1.47cm
-2.85 77.80m 1.56cm
-2.57 80.31m 1.61cm
-2.22 96.62m 1.93cm
-1.83 97.25m 1.95cm
-1.52 98.51m 1.97cm
-1.28 99.76m 2.00cm
mÆt c¾t 60
VÜ ®é ®Çu:16`28820 - Kinh ®é ®Çu:107`35545
VÜ ®é cuèi:16`28860 - Kinh ®é cuèi:107`35406
S©u nhÊt: -3.06 155.81m 3.12cm
§é cao (m) KC (m) KC (cm)
-2.30 0.00m 0.00cm
-2.57 4.77m 0.10cm
-2.93 7.95m 0.16cm
-2.66 20.67m 0.41cm
-2.32 68.36m 1.37cm
-2.61 130.37m 2.61cm
-2.91 143.09m 2.86cm
-2.64 173.29m 3.47cm
-2.36 248.02m 4.96cm
-2.15 257.56m 5.15cm
MÆt c¾t 61
VÜ ®é ®Çu:16`28953 - Kinh ®é ®Çu:107`35493
VÜ ®é cuèi:16`28930 - Kinh ®é cuèi:107`35399
S©u nhÊt: -3.58 71.15m 1.42cm
§é cao (m) KC (m) KC (cm)
-2.21 0.00m 0.00cm
-2.50 10.31m 0.21cm
-2.80 22.69m 0.45cm
-3.06 31.97m 0.64cm
-3.33 43.31m 0.87cm
-3.06 91.77m 1.84cm
-2.73 98.99m 1.98cm
-2.45 166.02m 3.32cm
-2.12 169.11m 3.38cm
-1.52 171.17m 3.42cm
-1.46 172.20m 3.44cm
mÆt c¾t 62
VÜ ®é ®Çu:16`29095 - Kinh ®é ®Çu:107`35536
VÜ ®é cuèi:16`29108 - Kinh ®é cuèi:107`35458
S©u nhÊt: -4.42 128.86m 2.58cm
§é cao (m) KC (m) KC (cm)
-2.91 0.00m 0.00cm
-3.20 17.04m 0.34cm
-3.50 83.06m 1.66cm
-3.76 100.10m 2.00cm
-4.02 116.08m 2.32cm
-4.29 123.53m 2.47cm
-3.71 137.37m 2.75cm
-3.25 139.50m 2.79cm
-3.25 140.57m 2.81cm
MÆt c¾t 63
VÜ ®é ®Çu:16`29252 - Kinh ®é ®Çu:107`35572
VÜ ®é cuèi:16`29247 - Kinh ®é cuèi:107`35501
S©u nhÊt: -5.84 123.68m 2.47cm
mÆt c¾t 64
VÜ ®é ®Çu:16`29325 - Kinh ®é ®Çu:107`35603
VÜ ®é cuèi:16`29337 - Kinh ®é cuèi:107`35513
S©u nhÊt: -5.09 122.45m 2.45cm
79
§é cao (m) KC (m) KC (cm)
-2.57 0.00m 0.00cm
-2.88 4.58m 0.09cm
-3.19 11.91m 0.24cm
-2.93 23.82m 0.48cm
-3.20 51.30m 1.03cm
-3.46 68.71m 1.37cm
-3.74 74.21m 1.48cm
-4.05 78.79m 1.58cm
-4.35 82.45m 1.65cm
-4.63 89.78m 1.80cm
-4.92 102.61m 2.05cm
-5.20 118.18m 2.36cm
-5.51 120.02m 2.40cm
-5.84 122.77m 2.46cm
-4.85 124.60m 2.49cm
-4.67 126.43m 2.53cm
§é cao (m) KC (m) KC (cm)
-3.43 0.00m 0.00cm
-3.69 38.90m 0.78cm
-3.96 51.86m 1.04cm
-4.22 80.68m 1.61cm
-4.52 89.32m 1.79cm
-4.79 103.73m 2.07cm
-5.09 121.01m 2.42cm
-4.81 148.39m 2.97cm
-4.30 159.91m 3.20cm
-4.30 161.35m 3.23cm
MÆt c¾t 65
VÜ ®é ®Çu:16`29385 - Kinh ®é ®Çu:107`35635
VÜ ®é cuèi:16`29370 - Kinh ®é cuèi:107`35525
S©u nhÊt: -5.78 96.53m 1.93cm
§é cao (m) KC (m) KC (cm)
-3.19 0.00m 0.00cm
-3.46 5.08m 0.10cm
-3.72 45.72m 0.91cm
-4.01 62.66m 1.25cm
-4.32 71.13m 1.42cm
-4.59 73.67m 1.47cm
-4.86 77.90m 1.56cm
-4.57 80.44m 1.61cm
-4.90 85.52m 1.71cm
-5.20 87.21m 1.74cm
-5.54 91.45m 1.83cm
-5.22 107.54m 2.15cm
-4.87 110.92m 2.22cm
-5.22 130.40m 2.61cm
-4.92 133.79m 2.68cm
-4.65 185.44m 3.71cm
-4.39 195.60m 3.91cm
-4.15 197.29m 3.95cm
MÆt c¾t 66
VÜ ®é ®Çu:16`29497 - Kinh ®é ®Çu:107`35625
VÜ ®é cuèi:16`29515 - Kinh ®é cuèi:107`35490
S©u nhÊt: -6.64 125.45m 2.51cm
§é cao (m) KC (m) KC (cm)
-3.01 0.00m 0.00cm
-3.28 6.34m 0.13cm
-3.61 8.87m 0.18cm
-3.97 11.40m 0.23cm
-4.30 12.67m 0.25cm
-3.99 22.81m 0.46cm
-4.29 46.88m 0.94cm
-4.59 57.02m 1.14cm
-4.85 60.82m 1.22cm
-5.15 67.16m 1.34cm
-5.45 74.76m 1.50cm
-5.72 82.37m 1.65cm
-5.99 101.37m 2.03cm
-6.34 114.04m 2.28cm
-6.64 124.18m 2.48cm
-6.34 143.19m 2.86cm
-6.06 153.33m 3.07cm
-5.76 164.73m 3.29cm
-5.49 171.07m 3.42cm
-5.19 176.13m 3.52cm
-4.88 182.47m 3.65cm
-4.61 196.41m 3.93cm
-4.22 209.08m 4.18cm
-3.85 219.22m 4.38cm
-3.55 225.55m 4.51cm
-3.19 231.89m 4.64cm
-3.22 242.03m 4.84cm
MÆt c¾t 67 MÆt c¾t 68
80
VÜ ®é ®Çu:16`29648 - Kinh ®é ®Çu:107`35582
VÜ ®é cuèi:16`29612 - Kinh ®é cuèi:107`35470
S©u nhÊt: -5.07 51.41m 1.03cm
§é cao (m) KC (m) KC (cm)
-3.76 0.00m 0.00cm
-4.12 4.94m 0.10cm
-4.68 17.80m 0.36cm
-4.99 43.50m 0.87cm
-4.68 62.29m 1.25cm
-4.40 118.64m 2.37cm
-4.09 130.51m 2.61cm
-3.81 140.40m 2.81cm
-3.53 154.24m 3.08cm
-3.24 174.01m 3.48cm
-2.90 190.82m 3.82cm
-2.54 196.75m 3.94cm
-2.15 199.72m 3.99cm
-1.90 202.69m 4.05cm
-1.51 207.63m 4.15cm
-1.27 209.61m 4.19cm
VÜ ®é ®Çu:16`29770 - Kinh ®é ®Çu:107`35546
VÜ ®é cuèi:16`29740 - Kinh ®é cuèi:107`35410
S©u nhÊt: -5.44 14.06m 0.28cm
§é cao (m) KC (m) KC (cm)
-5.03 0.00m 0.00cm
-5.32 10.82m 0.22cm
-5.04 29.21m 0.58cm
-4.78 36.78m 0.74cm
-4.46 51.93m 1.04cm
-4.18 78.97m 1.58cm
-3.90 90.87m 1.82cm
-3.63 96.28m 1.93cm
-3.35 108.18m 2.16cm
-3.01 133.06m 2.66cm
-2.74 143.88m 2.88cm
-2.47 154.70m 3.09cm
-2.76 176.34m 3.53cm
-2.49 204.46m 4.09cm
-2.19 219.61m 4.39cm
-1.85 226.10m 4.52cm
-1.47 228.26m 4.57cm
-1.14 231.51m 4.63cm
-0.73 241.25m 4.82cm
-0.83 247.74m 4.95cm
MÆt c¾t 69
VÜ ®é ®Çu:16`29950 - Kinh ®é ®Çu:107`35452
VÜ ®é cuèi:16`29840 - Kinh ®é cuèi:107`35354
S©u nhÊt: -3.84 108.14m 2.16cm
§é cao (m) KC (m) KC (cm)
-2.91 0.00m 0.00cm
-3.17 8.39m 0.17cm
-3.45 55.00m 1.10cm
-3.71 70.85m 1.42cm
-3.38 128.64m 2.57cm
-3.10 198.56m 3.97cm
-2.73 210.68m 4.21cm
-2.42 220.00m 4.40cm
-2.15 231.19m 4.62cm
-1.79 234.91m 4.70cm
-1.48 238.64m 4.77cm
-1.21 243.30m 4.87cm
-1.17 266.61m 5.33cm
MÆt c¾t 70
VÜ ®é ®Çu:16`30027 - Kinh ®é ®Çu:107`35368
VÜ ®é cuèi:16`29875 - Kinh ®é cuèi:107`35277
S©u nhÊt: -3.78 216.47m 4.33cm
§é cao (m) KC (m) KC (cm)
-1.20 0.00m 0.00cm
-1.49 2.21m 0.04cm
-1.13 22.09m 0.44cm
-0.87 40.86m 0.82cm
-1.18 53.01m 1.06cm
-1.48 57.43m 1.15cm
-1.86 61.85m 1.24cm
-2.18 66.27m 1.33cm
-2.44 74.00m 1.48cm
-2.73 80.62m 1.61cm
-3.02 91.67m 1.83cm
-3.29 112.65m 2.25cm
-3.56 138.05m 2.76cm
-3.25 295.99m 5.92cm
-2.97 302.61m 6.05cm
-2.69 308.13m 6.16cm
-2.38 313.66m 6.27cm
-2.13 322.49m 6.45cm
MÆt c¾t 71
VÜ ®é ®Çu:16`29905 - Kinh ®é ®Çu:107`35140
VÜ ®é cuèi:16`29882 - Kinh ®é cuèi:107`35214
S©u nhÊt: -9.47 77.58m 1.55cm
MÆt c¾t 72
VÜ ®é ®Çu:16`29858 - Kinh ®é ®Çu:107`35098
VÜ ®é cuèi:16`29810 - Kinh ®é cuèi:107`35127
S©u nhÊt: -7.86 35.83m 0.72cm
81
§é cao (m) KC (m) KC (cm)
-1.63 0.00m 0.00cm
-1.94 1.14m 0.02cm
-2.48 3.42m 0.07cm
-2.79 5.70m 0.11cm
-3.07 9.13m 0.18cm
-3.35 15.97m 0.32cm
-3.61 21.68m 0.43cm
-3.95 26.24m 0.52cm
-4.31 28.52m 0.57cm
-4.71 30.80m 0.62cm
-5.02 34.23m 0.68cm
-5.39 37.65m 0.75cm
-5.72 41.07m 0.82cm
-6.12 44.49m 0.89cm
-6.49 46.77m 0.94cm
-6.82 47.92m 0.96cm
-7.18 49.06m 0.98cm
-7.58 52.48m 1.05cm
-7.89 55.90m 1.12cm
-8.23 59.32m 1.19cm
-8.54 65.03m 1.30cm
-8.88 69.59m 1.39cm
-9.28 73.01m 1.46cm
-8.91 82.14m 1.64cm
-8.44 84.42m 1.69cm
-8.18 90.13m 1.80cm
-7.74 94.69m 1.89cm
-7.45 98.11m 1.96cm
-7.19 102.68m 2.05cm
-6.93 108.38m 2.17cm
-6.64 110.66m 2.21cm
-6.37 112.94m 2.26cm
-5.87 116.37m 2.33cm
-5.45 117.51m 2.35cm
-5.10 118.65m 2.37cm
-4.74 119.79m 2.40cm
-4.41 120.93m 2.42cm
-4.09 123.21m 2.46cm
-3.82 125.49m 2.51cm
§é cao (m) KC (m) KC (cm)
-2.08 0.00m 0.00cm
-2.44 1.35m 0.03cm
-2.74 2.70m 0.05cm
-3.01 4.06m 0.08cm
-3.28 6.76m 0.14cm
-3.58 11.49m 0.23cm
-3.99 19.60m 0.39cm
-4.42 21.63m 0.43cm
-4.71 23.66m 0.47cm
-4.99 25.01m 0.50cm
-5.29 27.04m 0.54cm
-5.56 27.72m 0.55cm
-6.07 28.39m 0.57cm
-6.79 29.07m 0.58cm
-7.44 29.74m 0.59cm
-7.81 34.48m 0.69cm
-7.53 42.59m 0.85cm
-7.25 45.97m 0.92cm
-7.53 50.02m 1.00cm
-7.25 57.46m 1.15cm
-6.89 59.49m 1.19cm
-6.63 61.52m 1.23cm
-6.24 68.95m 1.38cm
-5.96 70.98m 1.42cm
-5.63 74.36m 1.49cm
-5.36 78.41m 1.57cm
-5.06 81.12m 1.62cm
-4.75 83.15m 1.66cm
-4.43 88.55m 1.77cm
-4.13 90.58m 1.81cm
-3.76 93.29m 1.87cm
-3.46 102.07m 2.04cm
MÆt c¾t 73
VÜ ®é ®Çu:16`29765 - Kinh ®é ®Çu:107`34981
VÜ ®é cuèi:16`29727 - Kinh ®é cuèi:107`35044
S©u nhÊt: -5.57 90.76m 1.82cm
§é cao (m) KC (m) KC (cm)
-3.51 0.00m 0.00cm
-4.06 1.71m 0.03cm
-4.37 4.28m 0.09cm
-4.64 7.71m 0.15cm
-4.90 12.84m 0.26cm
-5.18 29.11m 0.58cm
MÆt c¾t 74
VÜ ®é ®Çu:16`29740 - Kinh ®é ®Çu:107`34893
VÜ ®é cuèi:16`29670 - Kinh ®é cuèi:107`34870
S©u nhÊt: -7.52 112.82m 2.26cm
§é cao (m) KC (m) KC (cm)
-5.32 0.00m 0.00cm
-3.99 0.88m 0.02cm
-3.62 14.10m 0.28cm
-3.98 16.75m 0.33cm
-4.37 18.51m 0.37cm
-4.73 19.39m 0.39cm
82
-5.45 30.82m 0.62cm
-5.15 42.81m 0.86cm
-4.87 61.65m 1.23cm
-5.16 71.92m 1.44cm
-5.42 88.19m 1.76cm
-5.14 111.31m 2.23cm
-4.87 120.73m 2.41cm
-4.45 123.30m 2.47cm
-4.04 125.86m 2.52cm
-3.71 127.58m 2.55cm
-3.33 129.29m 2.59cm
-2.91 130.15m 2.60cm
-2.67 131.86m 2.64cm
-5.06 21.15m 0.42cm
-5.36 26.44m 0.53cm
-5.62 44.95m 0.90cm
-5.92 87.26m 1.75cm
-6.27 99.60m 1.99cm
-6.66 103.12m 2.06cm
-6.93 107.53m 2.15cm
-7.19 109.29m 2.19cm
-7.52 111.94m 2.24cm
-7.13 117.23m 2.34cm
-6.71 118.11m 2.36cm
-6.17 118.99m 2.38cm
-5.90 119.87m 2.40cm
-5.57 120.75m 2.42cm
-5.20 121.63m 2.43cm
-4.81 123.40m 2.47cm
-4.45 124.28m 2.49cm
-4.15 126.04m 2.52cm
-3.76 127.80m 2.56cm
-3.49 128.69m 2.57cm
-3.19 130.45m 2.61cm
-2.91 133.09m 2.66cm
-2.94 134.86m 2.70cm
MÆt c¾t 75
VÜ ®é ®Çu:16`29705 - Kinh ®é ®Çu:107`34726
VÜ ®é cuèi:16`29628 - Kinh ®é cuèi:107`34740
S©u nhÊt: -9.62 81.62m 1.63cm
§é cao (m) KC (m) KC (cm)
-1.53 0.00m 0.00cm
-1.80 4.69m 0.09cm
-2.10 13.13m 0.26cm
-2.40 20.64m 0.41cm
-2.70 25.33m 0.51cm
-3.09 30.02m 0.60cm
-3.42 33.77m 0.68cm
-3.72 36.59m 0.73cm
-3.99 38.47m 0.77cm
-4.26 40.34m 0.81cm
-4.59 41.28m 0.83cm
-4.86 43.16m 0.86cm
-5.40 45.97m 0.92cm
-5.67 46.91m 0.94cm
-6.00 48.79m 0.98cm
-6.45 51.60m 1.03cm
-6.75 54.41m 1.09cm
-7.14 56.29m 1.13cm
-7.53 59.11m 1.18cm
-7.83 61.92m 1.24cm
-8.09 65.67m 1.31cm
-8.36 68.49m 1.37cm
-8.69 70.36m 1.41cm
MÆt c¾t 76
VÜ ®é ®Çu:16`29705 - Kinh ®é ®Çu:107`34726
VÜ ®é cuèi:16`29642 - Kinh ®é cuèi:107`34638
S©u nhÊt: -8.92 91.88m 1.84cm
§é cao (m) KC (m) KC (cm)
-1.71 0.00m 0.00cm
-1.98 6.41m 0.13cm
-2.24 17.09m 0.34cm
-2.51 19.23m 0.38cm
-2.80 29.91m 0.60cm
-3.16 35.25m 0.71cm
-3.43 38.46m 0.77cm
-3.85 41.66m 0.83cm
-4.21 43.80m 0.88cm
-4.48 47.01m 0.94cm
-4.87 48.07m 0.96cm
-5.22 50.21m 1.00cm
-5.73 52.35m 1.05cm
-6.09 55.55m 1.11cm
-6.42 57.69m 1.15cm
-6.78 59.83m 1.20cm
-7.08 64.10m 1.28cm
-7.41 66.24m 1.32cm
-7.80 68.37m 1.37cm
-8.18 72.65m 1.45cm
-8.45 80.12m 1.60cm
-8.71 87.60m 1.75cm
-8.44 101.49m 2.03cm
83
-8.96 73.18m 1.46cm
-9.23 75.99m 1.52cm
-9.50 78.81m 1.58cm
-9.23 87.25m 1.75cm
-8.93 104.14m 2.08cm
-8.56 120.09m 2.40cm
-8.17 121.03m 2.42cm
-7.84 121.96m 2.44cm
-7.39 123.84m 2.48cm
-7.03 124.78m 2.50cm
-6.73 125.72m 2.51cm
-6.34 127.59m 2.55cm
-6.04 128.53m 2.57cm
-5.74 129.47m 2.59cm
-5.32 130.41m 2.61cm
-4.84 131.35m 2.63cm
-4.27 133.22m 2.66cm
-4.00 134.16m 2.68cm
-3.73 135.10m 2.70cm
-3.37 136.97m 2.74cm
-2.97 140.73m 2.81cm
-2.70 142.60m 2.85cm
-2.73 143.54m 2.87cm
-8.16 106.83m 2.14cm
-7.77 110.04m 2.20cm
-7.49 118.58m 2.37cm
-7.22 121.79m 2.44cm
-6.95 126.06m 2.52cm
-6.62 129.27m 2.59cm
-6.29 130.34m 2.61cm
-5.83 131.40m 2.63cm
-5.50 132.47m 2.65cm
-5.23 133.54m 2.67cm
-4.93 134.61m 2.69cm
-4.54 135.68m 2.71cm
-4.15 136.75m 2.73cm
-3.76 137.81m 2.76cm
-3.40 138.88m 2.78cm
-2.74 141.02m 2.82cm
-2.37 142.09m 2.84cm
-2.07 143.16m 2.86cm
-1.62 144.22m 2.88cm
-0.96 145.29m 2.91cm
-1.50 155.98m 3.12cm
-2.37 157.04m 3.14cm
-3.30 158.11m 3.16cm
-3.60 159.18m 3.18cm
-4.14 160.25m 3.20cm
-4.79 162.39m 3.25cm
-5.24 164.52m 3.29cm
-4.90 179.48m 3.59cm
-4.63 183.75m 3.68cm
-4.87 194.44m 3.89cm
MÆt c¾t 77
VÜ ®é ®Çu:16`29750 - Kinh ®é ®Çu:107`34668
VÜ ®é cuèi:16`29675 - Kinh ®é cuèi:107`34620
S©u nhÊt: -10.07 97.76m 1.96cm
§é cao (m) KC (m) KC (cm)
-3.87 0.00m 0.00cm
-3.58 2.96m 0.06cm
-3.19 5.93m 0.12cm
-3.49 24.69m 0.49cm
-3.83 34.56m 0.69cm
-4.19 40.49m 0.81cm
-4.46 43.45m 0.87cm
-4.82 48.39m 0.97cm
-5.09 51.35m 1.03cm
-5.40 54.31m 1.09cm
-5.67 56.29m 1.13cm
-6.00 59.25m 1.19cm
-6.27 62.21m 1.24cm
-6.57 64.19m 1.28cm
-6.90 67.15m 1.34cm
MÆt c¾t 78
VÜ ®é ®Çu:16`29810 - Kinh ®é ®Çu:107`34663
VÜ ®é cuèi:16`29830 - Kinh ®é cuèi:107`34595
S©u nhÊt: -9.03 79.94m 1.60cm
§é cao (m) KC (m) KC (cm)
-4.22 0.00m 0.00cm
-4.52 5.26m 0.11cm
-4.84 13.67m 0.27cm
-5.23 19.99m 0.40cm
-5.49 29.45m 0.59cm
-5.76 32.61m 0.65cm
-6.06 33.66m 0.67cm
-6.33 37.87m 0.76cm
-6.60 43.13m 0.86cm
-6.89 46.28m 0.93cm
-7.19 49.44m 0.99cm
-7.46 51.54m 1.03cm
-7.76 55.75m 1.12cm
-8.08 61.01m 1.22cm
-8.38 64.17m 1.28cm
84
-7.20 71.10m 1.42cm
-7.47 73.08m 1.46cm
-7.81 75.05m 1.50cm
-8.08 77.03m 1.54cm
-8.47 79.00m 1.58cm
-8.80 81.96m 1.64cm
-9.07 84.93m 1.70cm
-9.34 88.88m 1.78cm
-9.61 90.85m 1.82cm
-9.91 93.81m 1.88cm
-9.59 112.58m 2.25cm
-9.20 116.53m 2.33cm
-8.90 117.51m 2.35cm
-8.63 118.50m 2.37cm
-8.30 120.48m 2.41cm
-8.04 136.28m 2.73cm
-7.68 140.23m 2.80cm
-6.99 142.20m 2.84cm
-6.57 143.19m 2.86cm
-6.30 144.18m 2.88cm
-6.03 145.16m 2.90cm
-5.58 147.14m 2.94cm
-5.28 148.13m 2.96cm
-4.89 149.11m 2.98cm
-4.44 152.08m 3.04cm
-4.05 157.01m 3.14cm
-3.78 160.96m 3.22cm
-3.72 161.95m 3.24cm
-8.65 67.32m 1.35cm
-8.95 71.53m 1.43cm
-8.55 87.31m 1.75cm
-8.27 99.93m 2.00cm
-7.96 106.24m 2.12cm
-7.69 109.40m 2.19cm
-7.42 114.66m 2.29cm
-7.11 117.81m 2.36cm
-6.81 120.97m 2.42cm
-6.54 124.12m 2.48cm
-6.15 125.18m 2.50cm
-5.97 126.23m 2.52cm
MÆt c¾t 79
VÜ ®é ®Çu:16`29935 - Kinh ®é ®Çu:107`34620
VÜ ®é cuèi:16`29885 - Kinh ®é cuèi:107`34552
S©u nhÊt: -8.16 99.96m 2.00cm
§é cao (m) KC (m) KC (cm)
-3.98 0.00m 0.00cm
-4.28 8.23m 0.16cm
-4.61 15.29m 0.31cm
-4.96 34.10m 0.68cm
-5.25 37.63m 0.75cm
-5.52 42.33m 0.85cm
-5.81 56.45m 1.13cm
-6.17 64.68m 1.29cm
-6.44 67.03m 1.34cm
-6.70 71.73m 1.43cm
-6.97 76.44m 1.53cm
-7.24 79.96m 1.60cm
-7.51 84.67m 1.69cm
-7.81 88.20m 1.76cm
-8.07 92.90m 1.86cm
-7.79 110.54m 2.21cm
MÆt c¾t 80
VÜ ®é ®Çu:16`30026 - Kinh ®é ®Çu:107`34626
VÜ ®é cuèi:16`30045 - Kinh ®é cuèi:107`34560
S©u nhÊt: -8.07 100.67m 2.01cm
§é cao (m) KC (m) KC (cm)
-2.72 0.00m 0.00cm
-3.08 4.99m 0.10cm
-3.47 25.79m 0.52cm
-3.77 38.27m 0.77cm
-4.07 43.26m 0.87cm
-4.46 46.59m 0.93cm
-4.74 49.92m 1.00cm
-5.07 60.73m 1.21cm
-5.34 66.56m 1.33cm
-5.61 69.88m 1.40cm
-5.91 72.38m 1.45cm
-6.18 76.54m 1.53cm
-6.57 83.20m 1.66cm
-6.90 88.19m 1.76cm
-7.23 91.51m 1.83cm
-7.50 94.01m 1.88cm
85
-7.49 117.60m 2.35cm
-6.89 119.95m 2.40cm
-6.40 122.30m 2.45cm
-6.07 124.65m 2.49cm
-5.74 127.00m 2.54cm
-5.47 128.18m 2.56cm
-5.17 129.35m 2.59cm
-4.90 131.71m 2.63cm
-4.47 137.59m 2.75cm
-4.20 139.94m 2.80cm
-3.90 142.29m 2.85cm
-3.60 146.99m 2.94cm
-3.21 149.35m 2.99cm
-2.99 151.70m 3.03cm
-7.77 97.34m 1.95cm
-8.07 99.83m 2.00cm
-7.80 102.33m 2.05cm
-7.47 105.66m 2.11cm
-7.11 108.15m 2.16cm
-7.38 111.48m 2.23cm
-7.65 113.98m 2.28cm
-7.35 118.14m 2.36cm
-7.08 119.80m 2.40cm
-7.44 122.30m 2.45cm
MÆt c¾t 85
VÜ ®é ®Çu:16`29370 - Kinh ®é ®Çu:107`35642
VÜ ®é cuèi:16`29350 - Kinh ®é cuèi:107`35610
S©u nhÊt: -3.74 38.44m 0.77cm
§é cao (m) KC (m) KC (cm)
-1.87 0.00m 0.00cm
-2.26 3.08m 0.06cm
-2.63 7.69m 0.15cm
-2.92 16.15m 0.32cm
-3.19 19.99m 0.40cm
-3.51 27.68m 0.55cm
-3.49 67.66m 1.35cm
MÆt c¾t 86
VÜ ®é ®Çu:16`29220 - Kinh ®é ®Çu:107`35653
VÜ ®é cuèi:16`29200 - Kinh ®é cuèi:107`35610
S©u nhÊt: -3.81 38.52m 0.77cm
§é cao (m) KC (m) KC (cm)
-3.21 0.00m 0.00cm
-3.47 22.01m 0.44cm
-3.77 28.61m 0.57cm
-3.49 63.83m 1.28cm
-3.08 67.13m 1.34cm
-3.36 83.64m 1.67cm
-3.36 84.74m 1.69cm
MÆt c¾t 87
VÜ ®é ®Çu:16`29045 - Kinh ®é ®Çu:107`35703
VÜ ®é cuèi:16`29050 - Kinh ®é cuèi:107`35647
S©u nhÊt: -3.73 61.22m 1.22cm
§é cao (m) KC (m) KC (cm)
-2.91 0.00m 0.00cm
-3.19 7.52m 0.15cm
-3.49 38.66m 0.77cm
-3.21 74.10m 1.48cm
-2.94 77.33m 1.55cm
-3.31 81.62m 1.63cm
-2.95 84.84m 1.70cm
-2.68 88.07m 1.76cm
-2.42 96.66m 1.93cm
-2.34 99.88m 2.00cm
MÆt c¾t 88
VÜ ®é ®Çu:16`28960 - Kinh ®é ®Çu:107`35724
VÜ ®é cuèi:16`28940 - Kinh ®é cuèi:107`35680
S©u nhÊt: -4.70 31.15m 0.62cm
§é cao (m) KC (m) KC (cm)
-3.38 0.00m 0.00cm
-2.78 0.89m 0.02cm
-2.11 1.78m 0.04cm
-2.37 3.56m 0.07cm
-3.09 10.68m 0.21cm
-3.41 13.35m 0.27cm
-3.88 15.13m 0.30cm
-4.19 18.69m 0.37cm
-4.51 21.36m 0.43cm
-4.24 42.73m 0.85cm
-3.95 47.18m 0.94cm
-3.64 49.85m 1.00cm
-3.34 60.53m 1.21cm
-3.07 78.33m 1.57cm
-2.77 84.56m 1.69cm
-2.73 86.34m 1.73cm
86
MÆt c¾t 89
VÜ ®é ®Çu:16`28853 - Kinh ®é ®Çu:107`35710
VÜ ®é cuèi:16`28900 - Kinh ®é cuèi:107`35677
S©u nhÊt: -4.08 35.86m 0.72cm
§é cao (m) KC (m) KC (cm)
-3.39 0.00m 0.00cm
-3.70 7.61m 0.15cm
-3.97 10.87m 0.22cm
-3.70 53.24m 1.06cm
-3.39 72.80m 1.46cm
-3.11 97.79m 1.96cm
-3.03 104.31m 2.09cm
MÆt c¾t 90
VÜ ®é ®Çu:16`28732 - Kinh ®é ®Çu:107`35666
VÜ ®é cuèi:16`28731 - Kinh ®é cuèi:107`35630
S©u nhÊt: -4.33 19.94m 0.40cm
§é cao (m) KC (m) KC (cm)
-2.46 0.00m 0.00cm
-2.94 1.66m 0.03cm
-3.31 3.32m 0.07cm
-3.67 4.98m 0.10cm
-3.95 8.31m 0.17cm
-4.22 10.80m 0.22cm
-3.96 49.84m 1.00cm
-3.62 60.64m 1.21cm
-3.26 61.47m 1.23cm
-3.00 63.13m 1.26cm
-2.88 63.96m 1.28cm
MÆt c¾t 91
VÜ ®é ®Çu:16`28618 - Kinh ®é ®Çu:107`35655
VÜ ®é cuèi:16`28623 - Kinh ®é cuèi:107`35618
S©u nhÊt: -5.29 13.07m 0.26cm
§é cao (m) KC (m) KC (cm)
-2.49 0.00m 0.00cm
-2.91 4.02m 0.08cm
-3.60 6.03m 0.12cm
-3.93 7.04m 0.14cm
-4.53 9.05m 0.18cm
-4.83 10.05m 0.20cm
-5.23 11.06m 0.22cm
-4.96 16.08m 0.32cm
-4.63 26.14m 0.52cm
-4.37 44.23m 0.88cm
-4.04 51.27m 1.03cm
-3.74 54.29m 1.09cm
-3.47 57.30m 1.15cm
-3.18 63.33m 1.27cm
-3.27 66.35m 1.33cm
MÆt c¾t 92
VÜ ®é ®Çu:16`28513 - Kinh ®é ®Çu:107`35645
VÜ ®é cuèi:16`28513 - Kinh ®é cuèi:107`35617
S©u nhÊt: -4.58 19.01m 0.38cm
§é cao (m) KC (m) KC (cm)
-3.72 0.00m 0.00cm
-2.46 0.49m 0.01cm
-2.79 1.46m 0.03cm
-3.10 2.44m 0.05cm
-3.56 7.31m 0.15cm
-3.83 7.80m 0.16cm
-4.10 9.75m 0.20cm
-4.42 15.11m 0.30cm
-4.11 24.86m 0.50cm
-3.82 27.30m 0.55cm
-3.56 32.18m 0.64cm
-3.30 36.56m 0.73cm
-2.99 47.78m 0.96cm
-2.82 49.73m 0.99cm
MÆt c¾t 96
VÜ ®é ®Çu:16`27336 - Kinh ®é ®Çu:107`34114
VÜ ®é cuèi:16`27353 - Kinh ®é cuèi:107`34142
S©u nhÊt: -3.80 24.39m 0.49cm
§é cao (m) KC (m) KC (cm)
-3.19 0.00m 0.00cm
-2.88 16.26m 0.33cm
-3.24 19.87m 0.40cm
-3.51 20.77m 0.42cm
-3.80 23.48m 0.47cm
-3.53 38.84m 0.78cm
-3.24 47.87m 0.96cm
-2.93 53.29m 1.07cm
-2.59 56.91m 1.14cm
MÆt c¾t 97
VÜ ®é ®Çu:16`27379 - Kinh ®é ®Çu:107`34231
VÜ ®é cuèi:16`27390 - Kinh ®é cuèi:107`34222
S©u nhÊt: -4.68 12.33m 0.25cm
§é cao (m) KC (m) KC (cm)
-2.63 0.00m 0.00cm
-2.90 4.35m 0.09cm
-3.20 5.08m 0.10cm
-3.47 7.26m 0.15cm
-3.77 8.34m 0.17cm
-4.16 9.43m 0.19cm
-4.56 10.16m 0.20cm
-4.19 14.51m 0.29cm
-3.92 15.96m 0.32cm
87
-2.29 57.81m 1.16cm
-2.17 58.71m 1.17cm
-3.62 17.41m 0.35cm
-3.29 18.86m 0.38cm
-2.96 20.31m 0.41cm
-2.54 24.30m 0.49cm
-1.85 24.67m 0.49cm
-1.55 25.39m 0.51cm
-1.55 25.76m 0.52cm
MÆt c¾t 98
VÜ ®é ®Çu:16`27415 - Kinh ®é ®Çu:107`34370
VÜ ®é cuèi:16`27436 - Kinh ®é cuèi:107`34340
S©u nhÊt: -5.79 29.45m 0.59cm
§é cao (m) KC (m) KC (cm)
-2.84 0.00m 0.00cm
-3.17 0.98m 0.02cm
-3.65 2.94m 0.06cm
-3.98 4.91m 0.10cm
-4.31 7.85m 0.16cm
-4.58 9.82m 0.20cm
-4.84 14.72m 0.29cm
-5.10 25.52m 0.51cm
-5.55 27.48m 0.55cm
-4.86 30.43m 0.61cm
-4.56 31.41m 0.63cm
-4.01 32.39m 0.65cm
-3.44 33.37m 0.67cm
-3.02 34.36m 0.69cm
-2.75 35.34m 0.71cm
-3.29 40.25m 0.80cm
-3.65 41.23m 0.82cm
-3.91 43.19m 0.86cm
-4.33 44.17m 0.88cm
-3.94 47.12m 0.94cm
-3.64 49.08m 0.98cm
-3.25 50.06m 1.00cm
-2.67 53.01m 1.06cm
-2.40 53.99m 1.08cm
-2.13 55.95m 1.12cm
-1.83 59.88m 1.20cm
-1.61 65.77m 1.32cm
MÆt c¾t 99
VÜ ®é ®Çu:16`27510 - Kinh ®é ®Çu:107`34462
VÜ ®é cuèi:16`27527 - Kinh ®é cuèi:107`34444
S©u nhÊt: -4.60 13.21m 0.26cm
§é cao (m) KC (m) KC (cm)
-1.76 0.00m 0.00cm
-2.14 5.03m 0.10cm
-2.44 5.66m 0.11cm
-2.74 6.29m 0.13cm
-3.08 6.92m 0.14cm
-3.35 7.55m 0.15cm
-3.68 8.18m 0.16cm
-3.99 9.44m 0.19cm
-4.35 11.33m 0.23cm
-3.93 37.13m 0.74cm
-3.61 39.64m 0.79cm
-3.31 41.53m 0.83cm
-1.94 43.42m 0.87cm
-1.82 44.68m 0.89cm
88
Phô lôc 2
c¸c bμi b¸o, b¶n ®å
phô lôc 2.1. Bμi b¸o göi ®¨ng t¹i T¹p chÝ §¹i häc Quèc gia
phô lôc 2.2. b¶n ®å tû lÖ 1: 5000 (kh«ng ®ãng trong b¸o
c¸o)
89
Phô lôc 2.1. Bµi b¸o göi ®¨ng t¹i T¹p chÝ §¹i häc Quèc gia
on the SEDIMENTATION AND EROSION ON HUONG RIVER SEGMENT CROSSING
OVER HUE CITY
Nguyen Thanh Son (*), Tran Ngoc Anh(*)
Abstract
Hue City is a world cultural treasure and one of Vietnam's well-known tourism centers. The unstable
water flow has caused erosion and sedimentation belong to both Huong river banks, specially on the
river segment crossing over Hue City which are problems must to be controlled for returning wonderful
spectacle of Hue, a small pretty city in the middle of Vietnam Country.
The study is carried out with many difficulties in collection of hydrological data, it seems that up to
now, there were almost no survey works on sedimentation and erosion of the Huong river. Therefore the
study results is setting up the base of continuous studies on the progress of the river. Base on the
surveyed data and calculation, the software to treat and control all collected data of elevation
measurement and topographical map production of riverbed have been built up, the present of
sedimentation and erosion occurred in the Huong river segment crossing over Hue city and its
consequences has been described preliminarily, then withdrawn some suggestion on the main solutions
for minimizing sedimentation and erosion.
Key words: Sedimentation, erosion, riverbed.
90
Introduction
The sedimentation and erosion processes have long been of interest in the field of
morphology to investigate the changes of riverbed and bank erosion with the flow regime.
Studies of those processes have contributed greatly to our understanding of the relationship
between river revolution process and water flow as well as socio-economic activities on the
river basin. In recent years, many researches on the modelling of sediment transportation in the
river has been composed, and most of them focused on the problems in the larger river systems
such as Red river or Mekong river but there was very few ones focused on the rivers in the
Middle of Vietnam.
Although modelling is now becoming the very cheap and effective method to study and
forecast the hydrological processes but we also need to investigate the actual situation as well
as to measure real data using for calibration and verification of the models, and topographical
data are needed to input of the models during running on.
Hue city is a world cultural treasure and one of Vietnam's well know tourism centres.
For a long period, an unplanned development unsuitable land and water use of the catchment
area and management of socio-economic activities has caused pollution and detrimental
impacts of the environment in which deterioration of Huong river became serious matter of
landscape of Hue City. The unstable water flow has been causing erosion and sedimentation
belong both riverbanks, specially on the segment crossing over Hue City which are problems
must to be controlled for returning wonderful spectacle of Hue.
The objectives of erosion and sedimentation survey on Huong river segment crossing
over Hue City are to prepare a report in which, it is needed to review and collect documents
related to variability of flow as well as erosion and sedimentation aspects on the Huong river.
Then in order to get the picture of the actual riverbed conditions in the segment crossing over
Hue City, and access the real state of riverbank we need to build up a topographic map of the
segment from Van Nien to Bao Vinh. Base on these results and discussions we propose
application techniques for minimizing detrimental impacts of water flow to social economic
aspects of Hue City.
Materials and methods
Instrumentation:
A sounder FURNO 4300 was used to aid the measurement of water depth from 1.5m to
350m. The geographical co-ordinate was conducted and recorded using the GPS equipment
GARMIN II with the random error is around 40cm horizontally. The scanner HP 3200 with the
resolution of 300 dpi was used to transfer the paper graphs into digital one.
Preliminary field surveys:
This is the initial survey to select the general line for implementation. The main
features to be decided are:
• Selection of main objectives a long the river for observation lines.
• Identification 3 lines (left, right and middle of cross- section) up and down of the
river segment for measuring topography for longitudinal section.
• Selection of 100 positions for measuring river horizontal section.
91
Measuring method:
The topography of the riverbed was presented through out the elevation of many points
within the studied area. The elevation of the riverbed at each point was defined as the
difference between the water level and the water depth simultaneously. Using the FURNO
sounder to observe the water depth in combination with the water level and measurement of
position of that point (recorded by the GPS equipment).
Data treatment method:
The output of the FURNO 4300 is the paper graph presenting the changing of the water
depth with the distance from the survey marker (Fig 1.1 is an example). Firstly, these graphs
were scanned into the images then were automatically digitised and treated by computer
running in Pascal language (App. 1) to get the actual water depth at each point in the
longitudinal and cross sectional. Then it was used to produce topographical map of Huong river
bed by using a map software.
The contour line of topographical map were drawn at contour interval of 0.5m level on
the base map with 1:5000 scale and are obtained by interpolation from nearest design contour
and the reference contour line. After joining and smoothing contour lines write its values on the
rnap according to the deterninated regulation.
Results and discussion
Topography of horizontal cross-section
To study the topography of Huong river cross-section from Van Nien to Bao Vinh,
based on the variability of Huong river bed topography the full segment was divided into 5 sub-
segments with differences in bed topography and influence to stability of flow rate as:
1 - From Van Nien to 1 km upward Xuoc Du bridge
2 - From 1 km upward Xuoc Du bridge to Thien Mu pagoda
3 - From Thien Mu pagoda to pre-site of Con Hen area
4 - Subsegment passing Con Hen area
5 - After Con Hen to Bao Vinh
- The cross-section of the first sub-segment is parabolic form with the main
hydrodynamic channel is located at right of the current (Fig. 1). It is to be seemed that erosion
and sedimentation haven't occurred along both borders as at the riverbed in the sub- segment.
- The second cross-section of the sub-segment is triangular form with its top at the
bottom, which is near the left border. The main hydrodynamic flow was declined to left side
and an eddy current was formed also along the left side (Fig. 2). Heavy erosion has occurred on
the left border especially in flooding and rainy season. An annual average of 5-10 m of the
bank was eroded. In comparison with the current of 10 years ago, the river sub-segment has
transferred to the left side a distance about 70- 80m. A erode usually was formed along left side
at water depth from 11m to 19m. The eroded soil was brought to the opposite side and a very
large water deposited soil was formed along the right side of sub-segment. This situation makes
the sub-segment gradually suffered from heavy curvature and the river will undergo great
change of current direction.
92
The down stream of the river may be become a "stagnant water area" which will cause
a detrimental impact on environment and landscape of Hue city.
- The third sub-segment is observed into 15 cross-sections (Fig. 3). The flow is steady.
A water depth from 5m to 10m is found across the section of river. No bed erosion and
sedimentation are found there. But the Gia Vien fixed dune has emerged at right border, near
Bach Ho bridge and by which the flow rate is arrested and accumulated sedimentation at the
river bed is found. The sub-segment runs across Hue City with both sides were built up with
stone thus no border erosion was found. But runoff discharged from smaller inflow at the left
side of the river into this segment, which has brought also sedimentation materials. It can be
seemed clearly that the most cross-section are rather flat with average water depth of 4- 5 m
and sedimentation was distributed on all area of the river bottom. But at the cross-section
before and after Bach Ho, Trang Tien, Phu Xuan bridge, there are a bed slope from left to right
side with depth water of 7-8m. In general, river bottom erosion does not happen and sediment
availability on this section is very high and the main hydrodynamic flow occurred unclearly.
- All cross-sections of the fourth sub-segment is rather flat (Fig. 4) with depth water of
3-4m. This is an area having heavy sedimentation caused by the branching flow off, and small
flow rate. In addition, in dry season, the segment is tided up, salt water also created favourable
condition for sedimentation on the river bottom.
- Cross-sections of the last sub-segment has the average depth of 3-7m and its bottom
slope runs left to right border with the water depth varies from 3 to 6- 7m. This segment has the
cross- section was very narrow thus the flow rate increased and bed scouring was occurred. At
down stream of the bend, there is about 600m of length of the right side was strongly eroded
causing by hydrodynamic channel passing bend area. It can be seen on cross- sections in Fig. 5,
Fig. 6.
Topography of longitudinal section
We have investigated 3 longitudinal sections of the river segment. The first is from Bao
Vinh to Van Nien (16.27.711N and 107.34.669E to 16.25.73N and 107.333.288E) along left
side that is far from the border about 20-30m. The second section was determined in the middle
of the current and begin from Van Nien (16.25.700N and 107.33.264E) to Bao Vinh
(16.29.760N and 107.34.640E . The third section was defined along the right side far from the
shore about 20-30m from Bao Vinh (16.29.740N and 107.34.675E) to Van Nien (16.25.761N
and 107.33.620E). The results from the water depth measured line on the longitudinal section
have shown that different sedimentation and erosion level were occurred in the dryer segment .
-100
-80
-60
-40
-20
0
0 100 200 300 400 500
-220
-200
-180
-160
-140
-120
-100
-80
-60
-40
-20
0
0 100 200 300 400 500
Fig. 1. Typical cross-section of the first sub-
segment
Fig. 2. Typical cross-section of the second
sub-segment
93
-60
-40
-20
0
0 100 200 300 400 500
-40
-20
0
0 100 200 300 400 500
Fig.3. Typical cross-section of the third sub-
segment
Fig.4 Typical cross-section of the fourth
sub-segment
-100
-80
-60
-40
-20
0
0 100 200 300 400 500
-100
-80
-60
-40
-20
0
0 100 200 300 400 500
Fig.5 Typical cross-section of the last sub-
segment
Fig.6 Typical cross-section of the last sub-
segment
On the base of 3 longitudinal sections and from depth measuring data, some remarks of
topographical changes could be presented as follows:
- Section from Van Nien to Xuoc Du Bridge. The bed topography does not change
accidentally on the 3 vertical cross-sections. The depth of river varies from 3 to 6m with the
deepest runnel in the middle. It was found at the bottom some short sand wave.
- Section from Xuoc Du bridge to Thien Mu pagoda. It is the most typical eroded
section of the segment. For example at left side there is an unstable longitudinal section, the
water depth, which is far from the border of 20-30m varies from 5 to 8m and at Xuoc Du bridge
up to 17m. It is showed that scouring process is happening and will be continue at serious level.
The bed topography is rough along the right side and the middle of vertical cross-sections. So,
the left side of the river section must be paid many attention of investigation in detail to find
out the best solutions.
- Section from Thien Mu pagoda to Con Hen. The longitudinal section varies with the
depth from 4 to 7m. However, there are an immerged dune at bottom before Bach Ho bridge
and a big dune immersing between Phu Xuan and Trang Tien Bridge and do not find out the
main hydrodynamic channel of the current.
- Section passing Con Hen area. 3 longitudinal sections of Con Hen area are similar.
The shallow water depth of 2-3m is much lower than that of up and down river section. It is
proved that the section having the favourable conditions for sedimentation. It can be found that
factors causing sedimentation were acted in the same type and spreaded over the river bed
section.
- Section after Con Hen to Bao Vinh. Topography of longitudinal section varies with
water depth from 5 to 11m and the bottom slope to the down stream. Hydrodynamic channel is
94
in the middle of the current. The vertical cross-section of right side is unstable due to little
erosion has occurred along the side.
Bottom topography
According to Huong River bottom topographical map with scale 1:5000 there are about
70% of the river bed area from Van Nien to Bao - Vinh at an elevation of 3-5m water depth.
The maximum depth is 19.8m at the cross-section MC19 (near Xuoc Du bridge). Generally in
the studied river area, the deposition of sediment was dominant. It could be divided into 4 areas
for this river segment.
The first is from Van Nien to 1 km upward Xuoc Du bridge. The bottom topographical
map showed that the riverbed is steady. The water line of maximum depth is distributed near
the middle of the current. The geological foundation of this section is quite durable. Therefore,
there are high stability of flow rate.
The second is from 1km upward Xuoc Du bridge to Thien Mu pagoda. It is the deepest
area and its bottom topography greatly specially in the curvature section near Xuoc Du bridge.
(before Xuoc Du bridge 1.5 km and behind 1 km). The bottom topography of the area varies
from 2.9 to 19m. Therefore, the hydrodynamic channel goes to the left side and cause heavy
erosion at the side with distance of more than 2km. Eroded soil was brought to the opposite
side and a very large alluvial ground was formed along the right side which has caused the
change of direction current of this river segment. A eroded gully was formed along the left side
at water depth from 11 to 19m. It can be seen that the current of this segment has transferred to
the left side about 70-80m when comparing with topographical map established in 1986. The
section along Thien Mu pagoda area is influenced by mountains system at left side of the river,
so that the hydrodynamic channel has gone to left side and there are also a runnel at river
bottom with depth up to 8.5m. From there to the down stream of this section the river flow is
more and more steady.
The third is from Thien Mu pagoda to Con Hen area. The bottom topography of the
section is quite flat. Most bottom topography has elevation difference of 2-4m. With the length
of 500m before Gia Vien dune, the difference of bottom topography is from 2-3m, which is
easy to create floating dune in dry season. At left side near Bach Ho bridge has a runnel with
depth of 5 to 7m. However, a small sand dune has been established and is running gradually to
the North. Sedimentation also formed in area surrounding Phu Xuan bridge. 11 created
immerged dune at the bottom with size as large as Gia vien dune. In general, this area needs
scrape for creating the hydrodynamic corridor which is necessary for protection of
sedimentation and maintaining stability of the flow rate, for pushing up eroded material at
bottom river to the down stream and maintaining the navigation channel for ships and other
socio-economical activities on the river in dry season.
The area from Con Hen to Bao Vinh has a topographical difference of the bottom
which fluctuate between 4.5 and 8m of water depth. Because of narrow horizontal cross-section
in this curvature section the flow rate is increased and the river bottom was eroded. 'The
hydrodynamic channel in the middle of the current and flow rate is quite steady.
Some main solutions to minimize sedimentation and erosion of the
river segment
Huong river has related with Hue old city during its development period. The
protection of Huong river is also the protection of Hue city, so that it is essential to develop
effective practices in order to prevent and overcome environmental consequences. Integrated
95
practices of all aspects such as science and technology management options, environmental
education are necessary for solving this problem. In this report, some main solutions were
proposed to solve sedimentation and erosion in the studying river segment, such as:
- Rebuilding the flow direction of curvature section at Xuoc Du bridge for
rehabilitating steady state of the current by building stone spur systems at the left side of the
river at the site of 2-3 km before Xuoc Du bridge. It is necessary to build stone spur systems
with the spur length of 30- 40m and separating each other about 50-70rn. The spur must be
high enough to prevent water leaving of Huong river in the flooding season. The stone spur
systems maintain the steady flow for preventing a complete change of current direction which
may cause Huong river down stream becoming "a stagnant water area".
- Strengthening scrape off the river bed in the area from Gia Vien to Con Hen for
creating a great hydrodynamic corridor and maintaining a high flow rate for scouring step by
step sedimentation at the river bed area. General scrape needs to be done in short time and
supplementary scrape is necessary for some years.
- Careful management of engineering works of salty prevention from tide propagating
to Con Hen area which caused heavy sedimentation at river bottom of the section.
- Consolidating forest ecosystem in upstream area for regulating water availability of
the catchment and flow rate in the flooding season, increasing water holding capacity in the soil
and control surface erosion of the slope area.
References:
1. Final Report of Project KC-12, Ministry of Water Resource.
2. Nguyen Trong Hieu. Data sets and climatological atlas of Vietnam. Project
42A.01.01. Hydro-Meteorological Service of Vietnam
(*) Department of Hydrology, Faculty of Hydrology, Meteorology
and Oceanography, Hanoi College of Science, Hanoi National
University,
334 Nguyen Trai, Thanh Xuan, Hanoi,
Tel: 84-4-858 4943 Fax: 84-4-858 4945
E.mail: sonnt@vnu.edu.vn
X¸c nhËn cña Khoa KTTV&HDH
Phã Chñ nhiÖm khoa
96
PGS.TS. Ph¹m V¨n HuÊn
Phô lôc 3
phiÕu ®¨ng ký kÕt qu¶ nghiªn cøu
97
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§Þa chØ: 334 NguyÔn Tr·i, Thanh Xu©n, Hµ Néi
Tel: 8.588579
C¬ quan qu¶n lý ®Ò tµi: §¹i häc Quèc gia Hµ Néi
§Þa chØ: 144 Xu©n Thuû, CÇu GiÊy, Hµ Néi
Tel: 8.340564
Tæng kinh phÝ thùc chi: 16 triÖu ®ång
Trong ®ã: - Tõ ng©n s¸ch Nhµ n−íc: 16 triÖu ®ång
98
- Kinh phÝ cña tr−êng: 0
- Vay tÝn dông: 0
- Vèn tù cã: 0
- Thu håi: 0
Thêi gian nghiªn cøu:
Thêi gian b¾t ®Çu: 2001
Thêi gian kÕt thóc: 2002
Tªn c¸c c¸n bé phèi hîp nghiªn cøu:
1. CN. NguyÔn Thanh Tïng, ViÖn KTTV
2. ThS. TrÇn Anh TuÊn, Khoa §Þa lý
3. ThS. TrÇn Ngäc Anh, Khoa KTTV
Sè ®¨ng ký ®Ò tµi:
Ngµy:
Sè chøng nhËn ®¨ng ký
kÕt qu¶ nghiªn cøu:
B¶o mËt: B
A. Phæ biÕn réng r·i
B. Phæ biÕn h¹n chÕ √
C. B¶o mËt
Tãm t¾t kÕt qu¶ nghiªn cøu:
1. T×m hiÓu vÒ lÞch sö vµ diÔn biÕn ®Þa lý tù nhiªn còng nh− kinh tÕ x· héi cña
thµnh phè HuÕ, nãi chung vµ s«ng H−¬ng, nãi riªng.
2. Thu thËp ®−îc bé sè liÖu vÒ mùc n−íc, b¶n ®å ®Þa h×nh vµ kh¶o s¸t ®o¹n s«ng
H−¬ng tõ V¹n Niªn ®Õn Bao Vinh.
3. LËp ch−¬ng tr×nh vµ tÝnh to¸n xö lý sè liÖu ®o s©u vµ kÕt qu¶ tÝnh to¸n ®Ó lËp
b×nh ®å ®o¹n s«ng
4. LËp b×nh ®å ®o¹n s«ng vµ ®¸nh gi¸ hiÖn tr¹ng båi xãi trªn ®o¹n s«ng nghiªn
cøu.
5. §Ò xuÊt mét sè biÖn ph¸p gi¶m thiÓu tai biÕn båi, xãi b¶o vÖ m«i tr−êng.
6. §· cã 01 kho¸ luËn tèt nghiÖp, ®· ®¨ng 01 bµi b¸o vµ 01 bµi ®· göi (ch−a ®¨ng)
KiÕn nghÞ vÒ quy m« vµ ®èi t−îng ¸p dông nghiªn cøu:
KÕt qu¶ cña ®Ò tµi cã thÓ sö dông:
1.ViÖc quy ho¹ch vµ b¶o vÖ m«i tr−êng ë thµnh phè HuÕ
2. Cho viÖc khai th¸c giao th«ng thuû
3. Cho c«ng t¸c thuû lîi ë thµnh phè HuÕ
4. Lµm tµi liÖu cho sinh viªn häc tËp vµ lµm kho¸ luËn tèt nghiÖp
Chñ nhiÖm
®Ò tµi
Thñ tr−ëng c¬
quan chñ tr× ®Ò
tµi
Chñ tÞch Héi
®ång ®¸nh gi¸
chÝnh thøc
Thñ tr−ëng c¬
quan qu¶n lý ®Ò tµi
99
Hä tªn
NguyÔn Thanh S¬n
Häc hµm,
häc vÞ
KS
Ký tªn
§ãng dÊu
Các file đính kèm theo tài liệu này:
- BAOCAO QT-01-21.pdf