{"id":152,"date":"2019-03-25T10:46:52","date_gmt":"2019-03-25T17:46:52","guid":{"rendered":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/?page_id=152"},"modified":"2019-04-01T11:58:00","modified_gmt":"2019-04-01T18:58:00","slug":"erosion-of-the-point-grey-cliffs","status":"publish","type":"page","link":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/erosion-of-the-point-grey-cliffs\/","title":{"rendered":"Erosion of the Point Grey Cliffs"},"content":{"rendered":"<div class=\"page\" title=\"Page 6\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<div class=\"page\" title=\"Page 5\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>Project by <strong>Rens Harteveld<\/strong><\/p>\n<p>Project team includes <strong>Kees Lokman<\/strong>, <strong>Tugce Conger<\/strong>,\u00a0<strong>Doug Doyle<\/strong>,\u00a0<strong>Daan Rijks<\/strong>, <strong>Amir Taleghani<\/strong>, and <strong>David Gill<\/strong><\/p>\n<p><strong>The problem<\/strong><\/p>\n<p>The Point Grey cliffs and its beaches have been eroding with an increased rate (average recession rate of 30.0 cm\/year) due to changing environmental and climatic conditions and human-activities. Erosion\u00a0<span class=\"\">of the cliffs poses increased risks<\/span>\u00a0to social and cultural\u00a0assets such as the local\u00a0species, natural features, and stories attached to specific locations, as well as<span class=\"\">\u00a0to physical\u00a0<\/span>assets such as infrastructure and buildings.<\/p>\n<div class=\"page\" title=\"Page 9\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>In total, five different reasons for the cliff&#8217;s erosion were identified (Doyle, 2018, UBC\/Pacific Spirit Regional Park Cliff Management, 2000):<\/p>\n<p>\u2022 Wave longshore drift\u00a0\u2022 Ground water leakage from cliff aquifers\u00a0\u2022 Freeze and taw processes\u00a0\u2022 Wind and rain events\u00a0\u2022 Over land flows<\/p>\n<div class=\"page\" title=\"Page 12\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<div class=\"page\" title=\"Page 11\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>From several reports (Golder Associates Ltd., 2015, Pool, 1975, UBC, 2004, UBC\/Pacific Spirit Regional Park Cliff Management, 2000), it can be concluded that the problem of erosion hasn\u2019t been resolved yet.\u00a0<span style=\"font-size: 1rem;\">The fact that the UBC cliffs are still retreating shows that our\u00a0<\/span><span style=\"font-size: 1rem;\">understanding on how the coastal processes contribute to the cliff&#8217;s erosion has been limited.\u00a0<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<p>&nbsp;<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<p><strong>The objectives<\/strong><\/p>\n<p>The project had two main objectives:<\/p>\n<p>(1) to understand the coastal system and mechanisms that contribute to the erosion of the cliffs; and<\/p>\n<p>(2) to develop a local wave model and analyze the system.<\/p>\n<p>&nbsp;<\/p>\n<\/div>\n<\/div>\n<p><strong>The coastal system of the area and mechanisms contributing to the Point Grey Cliffs&#8217; erosion<\/strong><\/p>\n<\/div>\n<p>Rens investigated the local and regional tidal characteristics, winds and waves, Fraser River discharge, sediment budgets, and human interventions (including the marine works and dredging activities) to understand the coastal system of the study area and the mechanisms contributing to the Point Grey Cliff&#8217;s erosion.<\/p>\n<p>Tides<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-207 alignright\" src=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/tides-1-300x164.png\" alt=\"\" width=\"300\" height=\"164\" srcset=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/tides-1-300x164.png 300w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/tides-1-768x420.png 768w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/tides-1.png 796w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<div class=\"page\" title=\"Page 23\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>The mean tidal range per day over ten years show that during the winter and summer months the tidal range is generally higher than in the fall or spring months. Since the tidal range occasionally surpasses the 4.0 meter mark, the tidal environment may be considered macro-tidal.<\/p>\n<p>Winds and waves<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-209 alignright\" src=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/WW-300x231.png\" alt=\"\" width=\"300\" height=\"231\" srcset=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/WW-300x231.png 300w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/WW-768x591.png 768w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/WW.png 895w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<div class=\"page\" title=\"Page 24\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>Mainly five fetch limited wave fields affect the cliffs. These are winds (and thus waves) from the South-West, North-West, and Western part (and two in between) of the Strait of Georgia. The significant storm wave heights in the Strait of Georgia are less than 2.1 meters and the maximum less than 3.3 meters (Barrie and Currie, 2000, Milliman, 1980).<\/p>\n<p>&nbsp;<\/p>\n<p>Fraser River discharge<\/p>\n<\/div>\n<\/div>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-212 alignright\" src=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischage-300x136.png\" alt=\"\" width=\"300\" height=\"136\" srcset=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischage-300x136.png 300w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischage-768x348.png 768w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischage.png 944w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<div class=\"layoutArea\">\n<div class=\"column\">\n<div class=\"page\" title=\"Page 24\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>Fraser River is the largest river flowing into the Strait of Georgia. Fraser River annually discharges around\u00a0<span style=\"font-size: 1rem;\">of 17.3\u00b710^9kg\/year sediments; the Main arm of the river takes 85% of the total discharge and 91-97% of the sediment load, where the North Arm receives the remaining 15% of the total discharge and 3-9% of the sediment load (Milliman, 1980, Thomson, 1981, Isfeld et al., 1996, Golder Associates Ltd., 2015). \u00a0The Fraser River sediment load is distributed in the following way: 35% sand, 50% silt and 15% clay.<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>Sediment budgets<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignright wp-image-219 size-medium\" src=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischarge-e1553725164118-300x295.png\" alt=\"\" width=\"300\" height=\"295\" srcset=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischarge-e1553725164118-300x295.png 300w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/frdischarge-e1553725164118.png 500w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>Most of the sediment input for the Point Grey cliffs and beaches<span style=\"font-size: 1rem;\">\u00a0come through the North Arm of the Fraser River (Golder Associates Ltd., 2015, Pool, 1975). Much of this sediment immediately travels westward into the Strait of Georgia and will never reach the Point Grey cliffs and beaches (Golder Associates Ltd., 2015).<\/span><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>Human interventions<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-221 alignright\" src=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/Untitled-2-300x230.png\" alt=\"\" width=\"300\" height=\"230\" srcset=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/Untitled-2-300x230.png 300w, https:\/\/blogs.ubc.ca\/livingbreakwaters\/files\/2019\/03\/Untitled-2.png 442w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<div class=\"page\" title=\"Page 26\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p>Many human interventions have taken place in the Lower Mainland region over time that have altered the local and regional coastal system. These interventions can be grouped under marine works and dredging activities in Fraser River. The marine works include b<span style=\"font-size: 1rem;\">erm \u00a0and groyne systems, jetties and breakwaters, and t<\/span><span style=\"font-size: 1rem;\">rifurcation works. Dredging has been conducted over the past decades to maintain the safe navigation of\u00a0the Fraser River but<\/span><span style=\"font-size: 1rem;\">\u00a0the dredging in the North Arm has completely stopped (Hart, 2018).<\/span><\/p>\n<p>&nbsp;<\/p>\n<div class=\"page\" title=\"Page 27\">\n<div class=\"section\">\n<div class=\"layoutArea\">\n<p><strong>The local wave model and system analysis<\/strong><\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<p>Coming soon!<\/p>\n<p>&nbsp;<\/p>\n<p>Report link:<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Project by Rens Harteveld Project team includes Kees Lokman, Tugce Conger,\u00a0Doug Doyle,\u00a0Daan Rijks, Amir Taleghani, and David Gill The problem The Point Grey cliffs and its beaches have been eroding with an increased rate (average recession rate of 30.0 cm\/year) due to changing environmental and climatic conditions and human-activities. Erosion\u00a0of the cliffs poses increased risks\u00a0to &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/blogs.ubc.ca\/livingbreakwaters\/erosion-of-the-point-grey-cliffs\/\" class=\"more-link\">Continue reading<span class=\"screen-reader-text\"> &#8220;Erosion of the Point Grey Cliffs&#8221;<\/span><\/a><\/p>\n","protected":false},"author":18987,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-152","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/pages\/152","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/users\/18987"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/comments?post=152"}],"version-history":[{"count":25,"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/pages\/152\/revisions"}],"predecessor-version":[{"id":236,"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/pages\/152\/revisions\/236"}],"wp:attachment":[{"href":"https:\/\/blogs.ubc.ca\/livingbreakwaters\/wp-json\/wp\/v2\/media?parent=152"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}