雅砻江流域河道高程剖面上的堰塞坝印记

doi:10.13745/j.esf.sf.2020.9.1

地学前缘 ›› 2021, Vol. 28 ›› Issue (2): 58-70.DOI: 10.13745/j.esf.sf.2020.9.1

雅砻江流域河道高程剖面上的堰塞坝印记

刘维明¹(), 周丽琴¹^,², 陈晓清¹^,^*(), 周震³, Wolfgang SCHWANGHART⁴, 胡旭东⁵, 李雪梅¹, 张小刚¹

1.中国科学院、水利部成都山地灾害与环境研究所中国科学院山地灾害与地表过程重点实验室, 四川成都 610041
2.中国科学院大学, 北京 100049
3.中铁二院工程集团有限责任公司, 四川成都 610031
4.Institute of Earth and Environmental Science, University of Potsdam, Potsdam 14467-14482, Germany
5.三峡大学土木与建筑学院防灾减灾湖北省重点实验室, 湖北宜昌 443002

收稿日期:2020-06-30 修回日期:2020-09-10 出版日期:2021-03-25 发布日期:2021-04-03
通讯作者: 陈晓清
作者简介:刘维明(1982—),男,研究员,博士生导师,主要从事古山地灾害研究。E-mail: liuwm@imde.ac.cn
基金资助:
国家自然科学基金项目(41661144028);国家自然科学基金项目(91747207);国家自然科学基金项目(41771023);国家自然科学基金项目(42071017)

Influence of natural dams on the river profile of the Yalong River Basin

LIU Weiming¹(), ZHOU Liqin¹^,², CHEN Xiaoqing¹^,^*(), ZHOU Zhen³, Wolfgang SCHWANGHART⁴, HU Xudong⁵, LI Xuemei¹, ZHANG Xiaogang¹

1. CAS Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China
2. University of Chinese Academy of Sciences, Beijing 100149, China
3. China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China
4. Institute of Earth and Environmental Science, University of Potsdam, Potsdam 14476-14482, Germany
5. Hubei Key Laboratory of Disaster Prevention and Mitigation, College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China

Received:2020-06-30 Revised:2020-09-10 Online:2021-03-25 Published:2021-04-03
Contact: CHEN Xiaoqing

摘要/Abstract

摘要：

堰塞坝会对山区河流的纵剖面产生强烈扰动,在某些情况下,堰塞坝造成的河流纵剖面变陡很容易与构造作用下基准面下降的迁移裂点混淆。然而,在何种程度下堰塞坝会影响基于地貌测量的构造分析还没有系统的研究。因此本文选取青藏高原东缘的雅砻江流域为研究对象,利用遥感影像解译,结合数字高程模型(DEM),来研究堰塞坝对河流纵剖面的影响。通过遥感影像解译和部分野外判识,在雅砻江流域共发现了34个堰塞坝;同时利用TopoToolbox工具包,选用30 m SRTM DEM提取了雅砻江流域河流纵剖面、河流裂点、河流陡峭指数等地貌参数。分析结果表明,有18个堰塞坝与河流裂点在空间上重叠,其中有8个堰塞坝形成高差>100 m的裂点,对河流纵剖面有显著的影响,并发现滑坡坝比泥石流坝对河流纵剖面的影响更大。进一步分析雅砻江主干流及其支流力丘河,发现堰塞坝所在的河段河流陡峭指数相对较大;在排除岩性和断层活动的影响后,发现堰塞作用也能够解释河流裂点的成因。本研究结果指示,在利用DEMs来提取和分析区域构造信息时,必须考虑由堰塞坝引起的河流裂点的影响。

关键词: 河流纵剖面, 堰塞坝, 河流裂点, 遥感解译, 雅砻江流域

Abstract:

Natural dams are known to impose pronounced and long-lasting perturbations on the river profiles in mountaineous areas. In some cases, the steepened profiles caused by natural dams are easily confused with the migrating knickpoints associated with relative base-level fall linked to tectonism. However, the degree to which natural dams may compromise geomorphometry-based tectonics has not been systematically investigated. In this research, we studied the Yalong River Basin on the eastern edge of the Tibetan Plateau. Our investigation of the relation between river dams and the river longitudinal profile relies on the interpretation and analysis of remote sensing imagery and digital elevation models (DEM). Through such analysis and field work, we identified 34 natural dams in the Yalong River Basin. We extracted the river longitudinal profile from 30 m SRTM DEM and calculated the locations of convex knickpoints, the channel steepness index, and other geomorphic parameters using TopoToolbox. Our analysis reveals 18 natural dams with locations coinciding with knickpoints that are over 30 m high. Among them, eight have a significant influence on the river longitudinal profile as they can form knickpoints with heights exceeding 100 m. Moreover, we show that landslide dams have bigger influence on the river profile than mudslide dams. Further analysis of the Yalong River and its tributary Liqiu River shows that the river steepness index attains higher values at the dams. Excluding the influence of variable lithology and fault activity on the river profile, there are several knickpoints along the river that can still be attributed to dams. Therefore, we conclude that to accurately and reliably extract and analyze information on regional tectonics from DEMs, the potential occurrence of river knickpoints due to dams must be taken into consideration.

Key words: river longitudinal profile, dam, river knickpoint, remote sensing interpretation, Yalong River Basin

中图分类号:

P642.2

刘维明, 周丽琴, 陈晓清, 周震, Wolfgang SCHWANGHART, 胡旭东, 李雪梅, 张小刚. 雅砻江流域河道高程剖面上的堰塞坝印记[J]. 地学前缘, 2021, 28(2): 58-70.

LIU Weiming, ZHOU Liqin, CHEN Xiaoqing, ZHOU Zhen, Wolfgang SCHWANGHART, HU Xudong, LI Xuemei, ZHANG Xiaogang. Influence of natural dams on the river profile of the Yalong River Basin[J]. Earth Science Frontiers, 2021, 28(2): 58-70.

图/表 14

图1 研究区概况图

Fig.1 Map of the study area

图2 降水和陡峭指数分布图以及区域地质图 a—降雨分布图(数据来自http://worldclim.org,精度为1 km×1 km); b—陡峭指数分布图(地形数据源为30 m SRTM DEM);c—区域地质图(数据来自四川地质图http://www.ngac.org.cn/,精度为1∶500 000)。

Fig.2 Geomorphological characteristics of the Yalong River Basin. (a) Precipitation distribution map (data from worldclim.org); (b) Steepness index distribution map (topographic data from 30 m STRM DEM); (c) Regional geological map (data from www.ngac.org.cn).

图3 裂点高程偏移量阈值示意图(据文献[4]修改)

Fig.3 Schematic diagram of knickpoint elevation offset threshold.Modified after [4].

图4 堰塞坝的遥感解译 a—泥石流堰塞坝的圈定范围; b—玉亭滑坡堰塞坝的圈定;c—玉亭滑坡上游湖相沉积沙德剖面;d—玉亭滑坡上游湖相沉积瓦约剖面。

Fig.4 Remote sensing interpretation of dams

表1 雅砻江流域河流裂点提取情况

Table 1 Extraction of river knickpoints in the Yalong River Basin based on elevation offset threshold

高程偏移量阈值/m	雅砻江流域总裂点/个	雅砻江主干流裂点/个	力丘河主干流裂点/个	其他支流裂点/个
30	284	42	7	235
50	143	20	5	118
100	49	7	3	39
200	21	2	2	17
300	13	0	2	11

表2 堰塞坝的规模统计表

Table 2 Statistics of dam types and sizes

堰塞坝编号	纬度(N)	经度(E)	堰塞坝类型	滑坡方量/(10⁴ m³)	坝高/m	堰塞坝面积/(10⁴ m²)
1	31°33'1.12″	100° 5'15.49″	泥石流坝		101	30.784 1
2	30°54'15.11″	100°16'13.70″	泥石流坝		66	22.769 6
3	30°40'24.65″	100°11'42.45″	泥石流坝		65	64.094 1
4	30°35'10.42″	100°18'17.51″	滑坡坝	139.80	78	6.474 2
5	30°33'51.14″	100°18'51.38″	泥石流坝		70	27.373 3
6	30°26'8.77″	100°31'39.11″	泥石流坝		58	23.909 7
7	29°39'0.32″	101° 5'28.15″	滑坡坝	1436.86	121	33.795 3
8	29°24'42.21″	101° 7'44.28″	滑坡坝	1 916.57	168	41.455 9
9	29°24'14.76″	101° 7'16.66″	滑坡坝	1 303.98	157	31.547 7
10	28°26'11.71″	101°15'48.76″	滑坡坝	1 352.19	161	32.370 4
11	28°22'29.28″	101°18'23.60″	滑坡坝	4 016.52	158	70.061
12	28°18'51.37″	101°21'34.04″	滑坡坝	3 509.83	107	63.671 0
13	28°16'59.87″	101°22'33.08″	滑坡坝	9 588.13	261	129.861 2
14	27°52'4.12″	101°23'22.44″	滑坡坝	2 544.84	119	50.689 4
15	26°49'54.09″	101°45'39.97″	滑坡坝	16 620.72	232	191.833
16	29°44'18.84″	101°30'47.57″	泥石流坝		67	143.871 5
17	29°37'8.12″	101°21'59.32″	滑坡坝	8 196.56	197	116.193
18	29°34'26.27″	101°20'46.83″	滑坡坝	10 229.79	258	135.966 5
19	29°25'21.52″	101°17'29.67″	滑坡坝	5 542.83	189	88.040 7
20	30°33'58.77″	100° 7'41.00″	滑坡坝	1 137.345	128	28.639 8
21	31°20'17.31″	100°10'23.95″	泥石流坝		39	21.892 8
22	30°36'57.68″	100°10'59.78″	滑坡坝	846.42	82	23.219 7
23	30°33'51.65″	100° 0'58.10″	泥石流坝		89	53.939 9
24	30°25'34.16	100° 5'39.77″	泥石流坝		57	27.258 1
25	28°29'58.50″	100°58'59.29″	滑坡坝	3 083.79	170	58.087 5
26	28°21'22.76″	100°52'38.55″	滑坡坝	1 024.85	117	26.593 5
27	27°38'46.09″	101°40'36.33″	泥石流坝		92	14.639 3
28	27°25'22.17″	101°43'23.85″	泥石流坝		90	6.201 4
29	29°32'8.77″	101°23'58.48″	泥石流坝		148	49.483 2
30	27°12'6.38″	102°17'9.62″	泥石流坝		98	85.678 8
31	26°52'22.12″	102°17'34.08″	泥石流坝		41	18.313
32	27°50'5.98″	102°24'33.18″	泥石流坝		76	33.188 7
33	27°56'16.05″	102°22'8.59″	滑坡坝	70.15	36	3.969 9
34	27°55'30.28″	102°23'34.35″	滑坡坝	123.02	68	5.912 9

表2 堰塞坝的规模统计表

Table 2 Statistics of dam types and sizes

堰塞坝编号	纬度(N)	经度(E)	堰塞坝类型	滑坡方量/(10⁴ m³)	坝高/m	堰塞坝面积/(10⁴ m²)
1	31°33'1.12″	100° 5'15.49″	泥石流坝		101	30.784 1
2	30°54'15.11″	100°16'13.70″	泥石流坝		66	22.769 6
3	30°40'24.65″	100°11'42.45″	泥石流坝		65	64.094 1
4	30°35'10.42″	100°18'17.51″	滑坡坝	139.80	78	6.474 2
5	30°33'51.14″	100°18'51.38″	泥石流坝		70	27.373 3
6	30°26'8.77″	100°31'39.11″	泥石流坝		58	23.909 7
7	29°39'0.32″	101° 5'28.15″	滑坡坝	1436.86	121	33.795 3
8	29°24'42.21″	101° 7'44.28″	滑坡坝	1 916.57	168	41.455 9
9	29°24'14.76″	101° 7'16.66″	滑坡坝	1 303.98	157	31.547 7
10	28°26'11.71″	101°15'48.76″	滑坡坝	1 352.19	161	32.370 4
11	28°22'29.28″	101°18'23.60″	滑坡坝	4 016.52	158	70.061
12	28°18'51.37″	101°21'34.04″	滑坡坝	3 509.83	107	63.671 0
13	28°16'59.87″	101°22'33.08″	滑坡坝	9 588.13	261	129.861 2
14	27°52'4.12″	101°23'22.44″	滑坡坝	2 544.84	119	50.689 4
15	26°49'54.09″	101°45'39.97″	滑坡坝	16 620.72	232	191.833
16	29°44'18.84″	101°30'47.57″	泥石流坝		67	143.871 5
17	29°37'8.12″	101°21'59.32″	滑坡坝	8 196.56	197	116.193
18	29°34'26.27″	101°20'46.83″	滑坡坝	10 229.79	258	135.966 5
19	29°25'21.52″	101°17'29.67″	滑坡坝	5 542.83	189	88.040 7
20	30°33'58.77″	100° 7'41.00″	滑坡坝	1 137.345	128	28.639 8
21	31°20'17.31″	100°10'23.95″	泥石流坝		39	21.892 8
22	30°36'57.68″	100°10'59.78″	滑坡坝	846.42	82	23.219 7
23	30°33'51.65″	100° 0'58.10″	泥石流坝		89	53.939 9
24	30°25'34.16	100° 5'39.77″	泥石流坝		57	27.258 1
25	28°29'58.50″	100°58'59.29″	滑坡坝	3 083.79	170	58.087 5
26	28°21'22.76″	100°52'38.55″	滑坡坝	1 024.85	117	26.593 5
27	27°38'46.09″	101°40'36.33″	泥石流坝		92	14.639 3
28	27°25'22.17″	101°43'23.85″	泥石流坝		90	6.201 4
29	29°32'8.77″	101°23'58.48″	泥石流坝		148	49.483 2
30	27°12'6.38″	102°17'9.62″	泥石流坝		98	85.678 8
31	26°52'22.12″	102°17'34.08″	泥石流坝		41	18.313
32	27°50'5.98″	102°24'33.18″	泥石流坝		76	33.188 7
33	27°56'16.05″	102°22'8.59″	滑坡坝	70.15	36	3.969 9
34	27°55'30.28″	102°23'34.35″	滑坡坝	123.02	68	5.912 9

图5 不同类型堰塞坝的特征

Fig.5 Characteristics of different types of dams

图6 不同高程偏移阈值下的裂点和堰塞坝的分布情况 a—30 m高程偏移阈值; b—50 m高程偏移阈值; c—100 m高程偏移阈值。

Fig.6 Distribution of knickpoints and dams at different elevation offset thresholds

图7 雅砻江主干流河流纵剖面特征图

Fig.7 Longitudinal profile of the Yalong River mainstream

图8 力丘河干流河流纵剖面特征图

Fig.8 Longitudinal profile of the Liqiu River mainstream

图9 详细研究区裂点、堰塞坝及其岩性地质图

Fig.9 Lithological map of the studied areas, showing the distribution of knickpoints and dams in each area

图10 裂点与堰塞坝、断层岩性、陡峭指数相关关系分析 a-图9b中的主干流河段;b-图9c中的主干流河段;c-图9d中的主干流河段;d-图9e中的主干流河段;e-图9d中的力丘河河段。

Fig.10 Correlation analysis of knickpoints with dams, fault lithology and steepness index for the five main stream sections(see Fig. 9b-d)

图11 滑坡坝对河流纵剖面的影响(1~104年尺度)示意图(据文献[11]修改)

Fig.11 Schematic diagram showing the impact of dams on river longitudinal profile on a 1-104 year timescale. Modified after [11].

图12 不同类型河流裂点形成的示意图(据文献[55]修改)

Fig.12 Schematic diagrams illustrating the formations of different types of river knickpoints. Modified after [55].

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雅砻江流域河道高程剖面上的堰塞坝印记

Influence of natural dams on the river profile of the Yalong River Basin

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