{"id":587,"date":"2017-11-20T14:54:07","date_gmt":"2017-11-20T19:54:07","guid":{"rendered":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/chapter\/14-3-stream-erosion-and-deposition\/"},"modified":"2023-03-28T14:17:57","modified_gmt":"2023-03-28T18:17:57","slug":"stream-erosion-and-deposition","status":"publish","type":"chapter","link":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/chapter\/stream-erosion-and-deposition\/","title":{"raw":"14.3 Stream Erosion and Deposition","rendered":"14.3 Stream Erosion and Deposition"},"content":{"raw":"<h1>Stream Velocity Depends on the Shape and Size of the Channel<\/h1>\r\n<p class=\"NormalOT\">Flowing water is a very important mechanism for both erosion and deposition. Water flow in a stream is primarily related to the stream\u2019s gradient, but it's also controlled by the geometry of the stream channel (FIgure 14.15). Water flow velocity decreases due to friction along the stream bed. The stream is thus slowest at the bottom and edges and fastest near the surface and in the middle of the stream (where there is the least amount of friction). The velocity just below the surface of the water is typically a little higher than right at the surface because of friction between the water and the air. On a curved section of a stream, flow is fastest on the outside of the curve and slowest on the inside of the curve.<\/p>\r\n\r\n[caption id=\"attachment_584\" align=\"aligncenter\" width=\"650\"]<img class=\"wp-image-584\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow.png\" alt=\"Figure 13.14 The relative velocity of stream flow depending on whether the stream channel is straight or curved (left), and with respect to the water depth (right). [SE]\" width=\"650\" height=\"245\" \/> <strong>Figure 14.15<\/strong> The relative velocity of stream flow depending on whether the stream channel is straight or curved (left). (Right) it is also dependent on the water depth. The length of each of the arrows indicates the relative velocity of the stream at that position in the channel. Shorter arrows mean slower flow. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a>[\/caption]\r\n<p class=\"NormalOT\">Another important factor influencing stream-water velocity is the <strong><span class=\"bold\">discharge<\/span><\/strong>, or volume of water passing a point in a unit of time (e.g., m<sup><span class=\"sup\">3<\/span><\/sup>\/second). Water levels rise during a flood and due to the higher discharge of water the stream flow velocity increases. The higher discharge also increases the cross-sectional area of the stream, so it fills up the channel. In a flood it may overflow the banks. Another factor that affects stream-water velocity is the size of sediments on the stream bed. Large particles tend to slow the flow more than small ones.<\/p>\r\n\r\n<h1>Sediment Transport Depends on Stream Velocity and Turbulence<\/h1>\r\n[caption id=\"attachment_585\" align=\"alignright\" width=\"152\"]<img class=\"wp-image-585\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2021\/08\/grain-225x300-1.png\" alt=\"How quickly a grain settles to the bottom of a stream depends on its mass (affecting the force of gravity acting on it), and the friction between the grain and the water which slows the fall of the grain. [SE]\" width=\"152\" height=\"203\" \/> <br \/><strong>Figure 14.16<\/strong> How quickly a grain settles to the bottom of a stream depends on its mass and the friction between the grain and the water. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a>[\/caption]\r\n<p class=\"NormalOT\">If you drop a piece of gravel into a glass of water, it will sink quickly to the bottom. If you drop a grain of sand into the same glass, it will sink more slowly. A grain of silt will take longer yet to get to the bottom, and a particle of fine clay will take a long time settle out. The rate of settling is determined by the balance between gravity and friction (Figure 14.16). Friction between the grain and water will slow the grain's fall.<\/p>\r\nOne of the key principles of sedimentary geology is that the ability of a moving medium (air or water) to move sedimentary particles and keep them moving is dependent on the velocity of flow. The faster the medium flows, the larger the particles it can move. As you probably know from intuition and from experience, streams that flow rapidly tend to be <strong>turbulent <\/strong>(flow paths are chaotic and the water surface appears rough) and the water may be muddy. In contrast, streams that flow more slowly tend to have <strong>laminar flow <\/strong>(straight-line flow and a smooth water surface) and clearer water. Turbulent flow is more effective than laminar flow at keeping sediments suspended within the water.\r\n<p class=\"NormalOT\">Particles within a stream are transported in different ways depending on their size (Figure 14.17). Large particles which rest on the stream bed are known as the <span class=\"bold\"><strong>bedload<\/strong>. <\/span><span class=\"bold\"><span style=\"font-weight: normal;\">The bedload m<\/span><\/span>ay only be transported when the flow rate is rapid and under flood conditions. They are transported by <strong><span class=\"bold\">saltation <\/span><\/strong>(bouncing along, and colliding with other particles) and by <strong><span class=\"bold\">traction<\/span><\/strong> (being pushed along by the force of the flow).<\/p>\r\n\r\n[caption id=\"attachment_586\" align=\"aligncenter\" width=\"550\"]<img class=\"wp-image-586\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments.png\" alt=\"Figure 13.15 Modes of transportation of sediments and dissolved ions (represented by red dots with + and \u2013 signs) in a stream. [SE]\" width=\"550\" height=\"283\" \/> <strong>Figure 14.17<\/strong> Modes of transportation of sediments and dissolved ions (represented by red dots with + and \u2013 signs) in a stream. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a>[\/caption]\r\n<p class=\"NormalOT\">Smaller particles may rest on the bottom occasionally, where they can be transported by saltation and traction, but they can also be held in suspension in the flowing water (the <strong><span class=\"bold\">suspended load<\/span><\/strong>), especially at higher flow velocities.<\/p>\r\nStream water also has a <strong>dissolved load<\/strong>, which represents (on average) about 15% of the mass of material transported, and includes ions such as calcium (Ca<sup>+2<\/sup>) and chloride (Cl<sup>-<\/sup>) in solution. The solubility of these ions is not affected by flow velocity.\r\n<p class=\"NormalOT\">If you look at a typical stream, there are always some sediments being deposited, some staying where they are, and some being eroded and transported. This changes over time as the discharge of the river changes in response to changing weather conditions.<\/p>\r\n\r\n<div>\r\n<h2>The Hjulstr\u00f6m-Sundborg Diagram Summarizes What Happens to Grains of Different Sizes at Different Stream Velocities<\/h2>\r\n<\/div>\r\nThe faster water is flowing, the larger the particles that can be kept in suspension and transported within the flowing water. However, as Swedish geographer Filip Hjulstr\u00f6m discovered in the 1940s, the relationship between grain size and the likelihood of a grain being eroded, transported, or deposited is not as simple as one might imagine (Figure 14.18). Consider, for example, a 1 mm grain of sand. If it's resting on the bottom of the stream, it will stay there until the flow velocity is high enough to erode it (<em>~<\/em>20 cm\/s). But once it's in suspension, that same 1 mm particle will remain suspended as long as the velocity doesn\u2019t drop below 10 cm\/s. For a 10 mm gravel grain, the velocity is 105 cm\/s to be eroded from the bed but only 80 cm\/s to remain in suspension.\r\n\r\n[caption id=\"attachment_810\" align=\"aligncenter\" width=\"550\"]<img class=\"wp-image-810\" src=\"http:\/\/opentextbc.ca\/geology\/wp-content\/uploads\/sites\/110\/2015\/08\/Hjulstr\u00f6m-Sundborg-diagram-e1438916183321.png#fixme#fixme#fixme#fixme\" alt=\"Figure 13.16 The Hjulstr\u00f6m-Sundborg diagram showing the relationships between particle size and the tendency to be eroded, transported, or deposited at different current velocities\" width=\"550\" height=\"198\" \/> <strong>Figure 14.18<\/strong> The Hjulstr\u00f6m-Sundborg diagram showing the relationships between particle size and the tendency to be eroded, transported, or deposited, at different current velocities. Source: Steven Earle (2014), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a>[\/caption]\r\n\r\nOn the other hand, a 0.01 mm silt particle only needs a velocity of 0.1 cm\/s to remain in suspension, but requires 60 cm\/s to be eroded. In other words, a tiny silt grain requires a <em>greater<\/em> velocity to be eroded than a grain of sand that is 100 times larger! For clay-sized particles, the discrepancy is even greater. In a stream, the most easily eroded particles are small sand grains between 0.2 mm and 0.5 mm. Anything smaller or larger requires a higher water velocity to be eroded and entrained in the flow. The reason for this is that small particles, especially tiny grains of clay, possess a net surface charge, hence experience a strong tendency to stick together, and so are difficult to erode from the stream bed.\r\n<p class=\"NormalOT\">It's important to be aware that a stream can both erode and deposit sediments at the same time. At 100 cm\/s, for example, silt, sand, and medium gravel will be eroded from the stream bed and transported in suspension, coarse gravel will be transported by saltation and traction, pebbles will be transported by both saltation and traction, and will also be deposited. Cobbles and boulders will remain stationary on the stream bed.<\/p>\r\n\r\n<div class=\"textbox shaded\">\r\n\r\n<strong><a id=\"98\"><\/a>Practice with the Hjulstr\u00f6m-Sundborg Diagram<\/strong>\r\n\r\n[h5p id=\"161\"]\r\n\r\n<\/div>\r\n<h2>Natural Levees Form Because of Changes in Stream Velocity<\/h2>\r\nA stream typically reaches its greatest velocity when it is close to flooding over its banks. This is known as the<strong> bank-full<\/strong> stage, as shown in Figure 14.19. When the flooding stream overtops its banks and occupies the wide area of its flood plain, the water has a much larger area to flow through and the velocity drops dramatically. As water flows from the channel out across the flood plain, it slows down and starts to deposit its sediment load. This forms an elevated bank known as a <strong>levee<\/strong> along the edges of the channel<strong>. <\/strong>The coarsest and thickest sediments are deposited near the channel banks, with particle size and thickness decreasing as you move further into the flood plain. People also build levees as flood control measures; the idea for this engineered solution to floods came from the naturally-build levees that form during floods.\r\n\r\n[caption id=\"attachment_811\" align=\"aligncenter\" width=\"500\"]<img class=\"wp-image-811\" src=\"http:\/\/opentextbc.ca\/geology\/wp-content\/uploads\/sites\/110\/2015\/08\/natural-lev\u00e9es.png#fixme#fixme#fixme#fixme\" alt=\"Figure 13.17 The development of natural lev\u00e9es during flooding of a stream. The sediments of the lev\u00e9e become increasingly fine away from the stream channel, and even finer sediments \u2014 clay, silt, and fine sand \u2014 are deposited across most of the flood plain. [SE]\" width=\"500\" height=\"627\" \/> <strong>Figure 14.19<\/strong> The development of natural levees during flooding of a stream. The sediments of the levee become increasingly fine away from the stream channel, and even finer sediments \u2014 clay, silt, and very fine sand \u2014 are deposited across most of the flood plain. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a>[\/caption]","rendered":"<h1>Stream Velocity Depends on the Shape and Size of the Channel<\/h1>\n<p class=\"NormalOT\">Flowing water is a very important mechanism for both erosion and deposition. Water flow in a stream is primarily related to the stream\u2019s gradient, but it&#8217;s also controlled by the geometry of the stream channel (FIgure 14.15). Water flow velocity decreases due to friction along the stream bed. The stream is thus slowest at the bottom and edges and fastest near the surface and in the middle of the stream (where there is the least amount of friction). The velocity just below the surface of the water is typically a little higher than right at the surface because of friction between the water and the air. On a curved section of a stream, flow is fastest on the outside of the curve and slowest on the inside of the curve.<\/p>\n<figure id=\"attachment_584\" aria-describedby=\"caption-attachment-584\" style=\"width: 650px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-584\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow.png\" alt=\"Figure 13.14 The relative velocity of stream flow depending on whether the stream channel is straight or curved (left), and with respect to the water depth (right). [SE]\" width=\"650\" height=\"245\" srcset=\"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow.png 1124w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-300x113.png 300w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-1024x386.png 1024w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-768x290.png 768w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-65x25.png 65w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-225x85.png 225w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2017\/11\/relative-velocity-of-stream-flow-350x132.png 350w\" sizes=\"auto, (max-width: 650px) 100vw, 650px\" \/><figcaption id=\"caption-attachment-584\" class=\"wp-caption-text\"><strong>Figure 14.15<\/strong> The relative velocity of stream flow depending on whether the stream channel is straight or curved (left). (Right) it is also dependent on the water depth. The length of each of the arrows indicates the relative velocity of the stream at that position in the channel. Shorter arrows mean slower flow. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a><\/figcaption><\/figure>\n<p class=\"NormalOT\">Another important factor influencing stream-water velocity is the <strong><span class=\"bold\">discharge<\/span><\/strong>, or volume of water passing a point in a unit of time (e.g., m<sup><span class=\"sup\">3<\/span><\/sup>\/second). Water levels rise during a flood and due to the higher discharge of water the stream flow velocity increases. The higher discharge also increases the cross-sectional area of the stream, so it fills up the channel. In a flood it may overflow the banks. Another factor that affects stream-water velocity is the size of sediments on the stream bed. Large particles tend to slow the flow more than small ones.<\/p>\n<h1>Sediment Transport Depends on Stream Velocity and Turbulence<\/h1>\n<figure id=\"attachment_585\" aria-describedby=\"caption-attachment-585\" style=\"width: 152px\" class=\"wp-caption alignright\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-585\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2021\/08\/grain-225x300-1.png\" alt=\"How quickly a grain settles to the bottom of a stream depends on its mass (affecting the force of gravity acting on it), and the friction between the grain and the water which slows the fall of the grain. [SE]\" width=\"152\" height=\"203\" srcset=\"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/grain-225x300-1.png 225w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/grain-225x300-1-65x87.png 65w\" sizes=\"auto, (max-width: 152px) 100vw, 152px\" \/><figcaption id=\"caption-attachment-585\" class=\"wp-caption-text\"><strong>Figure 14.16<\/strong> How quickly a grain settles to the bottom of a stream depends on its mass and the friction between the grain and the water. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a><\/figcaption><\/figure>\n<p class=\"NormalOT\">If you drop a piece of gravel into a glass of water, it will sink quickly to the bottom. If you drop a grain of sand into the same glass, it will sink more slowly. A grain of silt will take longer yet to get to the bottom, and a particle of fine clay will take a long time settle out. The rate of settling is determined by the balance between gravity and friction (Figure 14.16). Friction between the grain and water will slow the grain&#8217;s fall.<\/p>\n<p>One of the key principles of sedimentary geology is that the ability of a moving medium (air or water) to move sedimentary particles and keep them moving is dependent on the velocity of flow. The faster the medium flows, the larger the particles it can move. As you probably know from intuition and from experience, streams that flow rapidly tend to be <strong>turbulent <\/strong>(flow paths are chaotic and the water surface appears rough) and the water may be muddy. In contrast, streams that flow more slowly tend to have <strong>laminar flow <\/strong>(straight-line flow and a smooth water surface) and clearer water. Turbulent flow is more effective than laminar flow at keeping sediments suspended within the water.<\/p>\n<p class=\"NormalOT\">Particles within a stream are transported in different ways depending on their size (Figure 14.17). Large particles which rest on the stream bed are known as the <span class=\"bold\"><strong>bedload<\/strong>. <\/span><span class=\"bold\"><span style=\"font-weight: normal;\">The bedload m<\/span><\/span>ay only be transported when the flow rate is rapid and under flood conditions. They are transported by <strong><span class=\"bold\">saltation <\/span><\/strong>(bouncing along, and colliding with other particles) and by <strong><span class=\"bold\">traction<\/span><\/strong> (being pushed along by the force of the flow).<\/p>\n<figure id=\"attachment_586\" aria-describedby=\"caption-attachment-586\" style=\"width: 550px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-586\" src=\"https:\/\/opentextbc.ca\/kzlab\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments.png\" alt=\"Figure 13.15 Modes of transportation of sediments and dissolved ions (represented by red dots with + and \u2013 signs) in a stream. [SE]\" width=\"550\" height=\"283\" srcset=\"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments.png 931w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments-300x154.png 300w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments-768x395.png 768w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments-65x33.png 65w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments-225x116.png 225w, https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-content\/uploads\/sites\/360\/2021\/08\/transportation-of-sediments-350x180.png 350w\" sizes=\"auto, (max-width: 550px) 100vw, 550px\" \/><figcaption id=\"caption-attachment-586\" class=\"wp-caption-text\"><strong>Figure 14.17<\/strong> Modes of transportation of sediments and dissolved ions (represented by red dots with + and \u2013 signs) in a stream. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a><\/figcaption><\/figure>\n<p class=\"NormalOT\">Smaller particles may rest on the bottom occasionally, where they can be transported by saltation and traction, but they can also be held in suspension in the flowing water (the <strong><span class=\"bold\">suspended load<\/span><\/strong>), especially at higher flow velocities.<\/p>\n<p>Stream water also has a <strong>dissolved load<\/strong>, which represents (on average) about 15% of the mass of material transported, and includes ions such as calcium (Ca<sup>+2<\/sup>) and chloride (Cl<sup>&#8211;<\/sup>) in solution. The solubility of these ions is not affected by flow velocity.<\/p>\n<p class=\"NormalOT\">If you look at a typical stream, there are always some sediments being deposited, some staying where they are, and some being eroded and transported. This changes over time as the discharge of the river changes in response to changing weather conditions.<\/p>\n<div>\n<h2>The Hjulstr\u00f6m-Sundborg Diagram Summarizes What Happens to Grains of Different Sizes at Different Stream Velocities<\/h2>\n<\/div>\n<p>The faster water is flowing, the larger the particles that can be kept in suspension and transported within the flowing water. However, as Swedish geographer Filip Hjulstr\u00f6m discovered in the 1940s, the relationship between grain size and the likelihood of a grain being eroded, transported, or deposited is not as simple as one might imagine (Figure 14.18). Consider, for example, a 1 mm grain of sand. If it&#8217;s resting on the bottom of the stream, it will stay there until the flow velocity is high enough to erode it (<em>~<\/em>20 cm\/s). But once it&#8217;s in suspension, that same 1 mm particle will remain suspended as long as the velocity doesn\u2019t drop below 10 cm\/s. For a 10 mm gravel grain, the velocity is 105 cm\/s to be eroded from the bed but only 80 cm\/s to remain in suspension.<\/p>\n<figure id=\"attachment_810\" aria-describedby=\"caption-attachment-810\" style=\"width: 550px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-810\" src=\"http:\/\/opentextbc.ca\/geology\/wp-content\/uploads\/sites\/110\/2015\/08\/Hjulstr\u00f6m-Sundborg-diagram-e1438916183321.png#fixme#fixme#fixme#fixme\" alt=\"Figure 13.16 The Hjulstr\u00f6m-Sundborg diagram showing the relationships between particle size and the tendency to be eroded, transported, or deposited at different current velocities\" width=\"550\" height=\"198\" \/><figcaption id=\"caption-attachment-810\" class=\"wp-caption-text\"><strong>Figure 14.18<\/strong> The Hjulstr\u00f6m-Sundborg diagram showing the relationships between particle size and the tendency to be eroded, transported, or deposited, at different current velocities. Source: Steven Earle (2014), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a><\/figcaption><\/figure>\n<p>On the other hand, a 0.01 mm silt particle only needs a velocity of 0.1 cm\/s to remain in suspension, but requires 60 cm\/s to be eroded. In other words, a tiny silt grain requires a <em>greater<\/em> velocity to be eroded than a grain of sand that is 100 times larger! For clay-sized particles, the discrepancy is even greater. In a stream, the most easily eroded particles are small sand grains between 0.2 mm and 0.5 mm. Anything smaller or larger requires a higher water velocity to be eroded and entrained in the flow. The reason for this is that small particles, especially tiny grains of clay, possess a net surface charge, hence experience a strong tendency to stick together, and so are difficult to erode from the stream bed.<\/p>\n<p class=\"NormalOT\">It&#8217;s important to be aware that a stream can both erode and deposit sediments at the same time. At 100 cm\/s, for example, silt, sand, and medium gravel will be eroded from the stream bed and transported in suspension, coarse gravel will be transported by saltation and traction, pebbles will be transported by both saltation and traction, and will also be deposited. Cobbles and boulders will remain stationary on the stream bed.<\/p>\n<div class=\"textbox shaded\">\n<p><strong><a id=\"98\"><\/a>Practice with the Hjulstr\u00f6m-Sundborg Diagram<\/strong><\/p>\n<div id=\"h5p-161\">\n<div class=\"h5p-iframe-wrapper\"><iframe id=\"h5p-iframe-161\" class=\"h5p-iframe\" data-content-id=\"161\" style=\"height:1px\" src=\"about:blank\" frameBorder=\"0\" scrolling=\"no\" title=\"This Hj\u00fclstrom-Sundborg diagram two points labeled, and two pathways showing a change in stream behavior. Drag each scenario to A, B, C, or D on the diagram.\"><\/iframe><\/div>\n<\/div>\n<\/div>\n<h2>Natural Levees Form Because of Changes in Stream Velocity<\/h2>\n<p>A stream typically reaches its greatest velocity when it is close to flooding over its banks. This is known as the<strong> bank-full<\/strong> stage, as shown in Figure 14.19. When the flooding stream overtops its banks and occupies the wide area of its flood plain, the water has a much larger area to flow through and the velocity drops dramatically. As water flows from the channel out across the flood plain, it slows down and starts to deposit its sediment load. This forms an elevated bank known as a <strong>levee<\/strong> along the edges of the channel<strong>. <\/strong>The coarsest and thickest sediments are deposited near the channel banks, with particle size and thickness decreasing as you move further into the flood plain. People also build levees as flood control measures; the idea for this engineered solution to floods came from the naturally-build levees that form during floods.<\/p>\n<figure id=\"attachment_811\" aria-describedby=\"caption-attachment-811\" style=\"width: 500px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-811\" src=\"http:\/\/opentextbc.ca\/geology\/wp-content\/uploads\/sites\/110\/2015\/08\/natural-lev\u00e9es.png#fixme#fixme#fixme#fixme\" alt=\"Figure 13.17 The development of natural lev\u00e9es during flooding of a stream. The sediments of the lev\u00e9e become increasingly fine away from the stream channel, and even finer sediments \u2014 clay, silt, and fine sand \u2014 are deposited across most of the flood plain. [SE]\" width=\"500\" height=\"627\" \/><figcaption id=\"caption-attachment-811\" class=\"wp-caption-text\"><strong>Figure 14.19<\/strong> The development of natural levees during flooding of a stream. The sediments of the levee become increasingly fine away from the stream channel, and even finer sediments \u2014 clay, silt, and very fine sand \u2014 are deposited across most of the flood plain. Source: Steven Earle (2015), CC BY 4.0. <a href=\"https:\/\/opentextbc.ca\/geology\/chapter\/13-3-stream-erosion-and-deposition\/\">Image source.<\/a><\/figcaption><\/figure>\n","protected":false},"author":123,"menu_order":3,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"","pb_authors":["joyce-mcbeth"],"pb_section_license":""},"chapter-type":[],"contributor":[64],"license":[],"class_list":["post-587","chapter","type-chapter","status-publish","hentry","contributor-joyce-mcbeth"],"part":567,"_links":{"self":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapters\/587","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapters"}],"about":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/wp\/v2\/types\/chapter"}],"author":[{"embeddable":true,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/wp\/v2\/users\/123"}],"version-history":[{"count":4,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapters\/587\/revisions"}],"predecessor-version":[{"id":1276,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapters\/587\/revisions\/1276"}],"part":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/parts\/567"}],"metadata":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapters\/587\/metadata\/"}],"wp:attachment":[{"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/wp\/v2\/media?parent=587"}],"wp:term":[{"taxonomy":"chapter-type","embeddable":true,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/pressbooks\/v2\/chapter-type?post=587"},{"taxonomy":"contributor","embeddable":true,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/wp\/v2\/contributor?post=587"},{"taxonomy":"license","embeddable":true,"href":"https:\/\/opentextbc.ca\/physicalgeologyh5p\/wp-json\/wp\/v2\/license?post=587"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}