DFO Library MPO - Bibliotheque Final Report 14048291
Evaluation of the Applicability of Laser Depth Surveys to Canadian Nearshore Waters
Prepared for
Canadian Hydrographic Service Ottawa, Ontario
GC 10.4 .R4 Lit 093 Woodward-Clyde Consultants w 16 Bastion Square, Victoria, B.C. V8W 1H9 35( 1-1 -Li Final Report
Evaluation of the Applicability of Laser Depth Surveys to Canadian Nearshore Waters
Prepared for
Canadian Hydrographic Service Ottawa, Ontario
March 31, 1983
by E.H.Owens D.P.Krauel R.L.Keeney
GC 10.4 .R4 093 Owens, E.H. -Po -11 Evaluation of the ■ applicability of laser... AG 251474 14048291 c.1 Woodward-Clyde Consultants w 60928A 16 Bastion Square, Victoria, B.C. V8W 1H9 TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY 1.1
2.0 INTRODUCTION 2.1 Objectives 2.1 2.2 Report Format 2.2 2.3 Study Team and Acknowledgements 2.4
3.0 PRELIMINARY EXAMINATION OF FACTORS 3.1 The Problem 3.1 3.2 Conceptual Framework 3.2 3.2.1 General Features Affecting the Quality of the Data 3.2 3.2.2 Temporary vs Permanent Limitations 3.5 3.2.3 The Objective 3.6 3.3 Specific Assessments 3.6 3.3.1 Quality of Data Required 3.6 3.3.2 The Assessments 3.7 3.3.3 Comparison of the Assessments 3.9 3.4 Use of the Information 3.11 3.5 Comments 3.12
4.0 OPERATIONAL FACTORS - LASER SYSTEM 4.1 Introduction 4.1 4.2 Laser Design 4.2 4.3 Laser Operational Factors 4.3 4.3.1 Ice Cover 4.3 4.3.2 Turbidity 4.3 4.3.3 Wind 4.10 4.3.4 Bottom Reflectance 4.10 4.4 Marine Biological Parameters 4.11 4.4.1 Rooted Vegetation 4.11 4.4.2 Plankton 4.13 4.5 Detailed Examination of the Great Lakes Region 4.5.1 Subdivision la 4.15 4.5.2 Subdivision lb 4.17 4.5.3 Subdivision 2a 4.18 4.5.4 Subdivision 2b 4.18 4.5.5 Subdivision 3 4.19 4.5.6 Subdivision 4 4.21 4.5.7 Subdivision 5a 4.21 4.5.8 Subdivision 5b 4.26 4.5.9 Subdivision 6a 4.26 4.5.10 Subdivision 6b 4.27 4.6 Measurement of Water Clarity 4.28
5.0 OPERATIONAL FACTORS - FLYING 5.1 Introduction 5.1 5.2 Survey Logistics 5.1 5.3 Flight Conditions 5.3 5.4 Flight Safety 5.4
6.0 REGIONAL ANALYSIS 6.1 Introduction 6.1.1 Parameters Analyzed 6.1 6.1.2 Spatial Analysis 6.2 6.1.3 Temporal Analysis 6.5 6.1.4 Reliability of Information and Data Sources 6.8 6.2 Pacific Coast 6.2.1 Logistics 6.10 6.2.2 Physical Geology 6.10 6.2.3 Oceanography 6.11 6.2.4 Meteorology 6.14 6.2.5 Regional Analysis and Summary 6.16 6.3 Great Lakes 6.3.1 Logistics 6.33 6.3.2 Physical Geology 6.33 6.3.3 Limnology 6.36 6.3.4 Meteorology 6.37 6.3.5 Regional Analysis and Summary 6.37 6.4 Atlantic Coast 6.4.1 Logistics 6.61 6.4.2 Physical Geology 6.61 6.4.3 Oceanography 6.64 6.4.4 Meteorology 6.65 6.4.5 Regional Analysis and Summary 6.66 6.5 Hudson Bay/Labrador Coast 6.5.1 Logistics 6.87 6.5.2 Physical Geology 6.87 6.5.3 Oceanography 6.90 6.5.4 Meteorology 6.92 6.5.5 Regional Analysis and Summary 6.92 6.6 Arctic Coasts 6.6.1 Logistics 6.109 6.6.2 Physical Geology 6.109 6.6.3 Oceanography 6.112 6.6.4 Meteorology 6.113 6.6.5 Regional Analysis and Summary 6.113
7.0 ANALYSIS OF RESULTS 7.1
8.0 REFERENCES 8.1 LIST OF FIGURES
3.1 Factors influencing laser data accuracy 3.4 3.2 Preliminary assessments 3.8
4.1 Spectral attenuation coefficients of water 4.6 4.2 Percent transmission related to suspended matter 4.6 4.3 Water transparency in Lake Erie 4.9 4.4 Spectral attenuation coefficient for the Great Lakes 4.16 4.5 Secchi depths for Lake Huron 4.20 4.6 Water transparency in Lake Erie 4.22 4.7 Water transparency in Lake Erie 4.23 4.8 Water transparency in Lake Erie 4.24 4.9 Average water transparency in Lake Erie - 1965 4.25
5.1 Probability of success of airborne missions, southern Beaufort Sea 5.5 5.2 Mean number of days/year with thunderstorm activity 5.6
6.1 Canadian coastal regions 6.4 6.2 Data format for secondary parameters 6.6 6.3 Pacific Coast subdivisions 6.13 6.4 Composite distribution of the Fraser River sediment plume 6.15 6.5 Great Lakes subdivisions 6.35 6.6 Atlantic Coast subdivisions 6.63 6.7 Hudson Bay/Labrador Coast subdivisions 6.89 6.8 Arctic Coasts subdivisions 6.110 6.9 Sediment dispersal model for southern Beaufort Sea 6.114 LIST OF TABLES
4.1 Factors that Affect Laser Operation 4.4
5.1 Factors that Affect Flight Operations 5.2
6.1 Parameters that Limit Laser Bathymetry 6.3 6.2 Pacific Coast - Bathymetric Areas 6.12 6.3 Great Lakes - Bathymetric Areas 6.34 6.4 Great Lakes - Summarized Bathymetric Areas 6.34 6.5 Atlantic Coast - Bathymetric Areas 6.62 6.6 Hudson Bay - Bathymetric Areas 6.88 6.7 Arctic Coasts - Bathymetric Areas 6.111
7.1 Summary of Bathymetric Data 7.2
7.2 Summary of the Results 7.2
1.0 EXECUTIVE SUMMARY
1. The primary (permanent) limiting factors on laser bathymetry are water depth, ice cover and distance from an airfield. The latter was found to be non-limiting in Canada, but the ice cover criteria (mean open-water conditions for at least one month per year) excluded northern parts of the Arctic Archipelago from the analysis.
2. The most limiting of the secondary (temporary) factors was found to be water clarity. Turbid conditions, whether a result of biological or geological processes, would preclude operation of the laser technique.
3. The only region with a detailed data base is the Great Lakes; elsewhere, the evaluation involved considerable interpretation. Except in a few areas, for example, western Banks Island, the data base on water clarity was considered to be poor. Sufficient information, however, exists in most areas for the regional level of analysis that is the basis of this study.
4. The area of the Canadian shelf with depths less than 20 m is in the 2 2 order of 220,000 km : only 120,000 km (55 percent) of this was considered suitable for laser bathymetry at some time of the year.
5. Over 60 percent of the areas considered suitable for laser bathymetry are north of 60 °N.
6. Laser bathymetry would be limited to an area in the order of 45,000 2 km south of 60°N, due to constraints imposed by water depths and water clarity. Extensive shallow areas of the Lower Great Lakes, southern Gulf of St. Lawrence, and southern Hudson Bay have turbid waters that would probably preclude use of the laser system. 2 7. North of 60 °N, an estimated 75,000 km of charted or uncharted waters, with mean open-water conditions for at least one month each year, could be considered as suitable for laser bathymetry. The coasts adjacent to the Mackenzie Delta and the Plain of Koukdjuak are excluded due to high concentrations of suspended sediment.
8. Laser bathymetry could be considered as a viable method for reconnaissance surveys of uncharted or poorly-known waters in the Canadian arctic and subarctic. N O11. 0 110 0 81 N1 0/Z 2.0 INTRODUCTION
2.1 OBJECTIVES
The development of innovative techniques for the accurate measurement of water depths is a response to the increasing requirements for data. Present techniques for obtaining accurate depth information are based on the use of ships or launches equipped with echo-sounding equipment. Airborne measurement techniques could potentially become a cost-effective, rapid, and accurate means of hydrographic surveying in shallow waters. The development of an experimental airborne laser field system has matured to the degree that decisions on the wide-scale use of the system will be required in the near future. The primary objectives of this study are to define and evaluate the operational and environmental factors that control the use of the technique geographically and to identify areas of Canadian waters where the system would be a feasible hydrographic tool.
Water depth is the primary limiting factor for the airborne laser survey technique. Other parameters, however, that affect either the accuracy of the system or the operation of the aircraft must also be considered. An accurate evaluation of the applicability of the system, therefore, required initially the identification of the nature and the consequences of all significant factors. After this initial phase, the study progressed through an analysis, in time and space, of the controlling factors in order to determine in detail when and where the technique could be utilized. The waters adjacent to Canada's coasts were divided into a series of regions in order that data and information could be compiled to assess the local feasibility of the system. This approach provides an estimate of how much of Canada's coastal waters may be surveyed by the airborne laser method and also provides an explanation of how the various factors affect the use of the system. 2.2
The data base for this evaluation varies considerably in both quality and distribution. In order to estimate the feasibility of the system it has been necessary to interpret or extrapolate data and information in many areas. In order that these interpretations can be understood, the text of the study provides a background on the character and variability of the various parameters. The primary limiting factors are presented visually as a series of tables and the source of the data or information for each parameter is indicated to identify the level of reliability that can be assigned to the information.
The objectives of the study are to:
• determine the factors that control the field use of the airborne laser bathymetry system,
• estimate how much of Canada's coastal waters could be surveyed using the technique,
• present summary tables of the relevant data and information on a regional basis,
• define the accuracy and reliability of the data or information, and
• present summary maps that indicate areas where the technique would be a feasible survey option.
2.2 REPORT FORMAT
The first phase of the study involved a series of discussions that were conducted by Dr. R.L. Keeney to develop a conceptual framework for defining the factors that affect the applicability of the technique. On the basis of the preliminary examination of the problem (presented in Section 3.0), the various parameters that affect either the laser system itself or the flying operations are defined and described (Sections 4.0 and 5.0 respectively). These three sections provide the background to the analytical phase of the project.
The parameters that affect the operation or the accuracy of the laser bathymetry system have been evaluated on a regional basis. Canada's 2.3
coasts have been divided into five regions (Pacific, Great Lakes, Atlantic, Hudson Bay/Labrador, and Arctic). Each region was then further divided to give a total of 54 subdivisions. The analysis (Section 6.0) was confined to areas where water depths are less than 20 m, as this is the limit of water penetration for the system; within each region, these areas were both mapped and measured. For each of the subdivisions, a table indicates:
(a) the months in which the limiting parameters are a factor in affecting laser operations,
(b) the frequency within each month that the parameter is a factor (>20 days; 10-20 days; 2-10 days; <2 days; 0 days), and
(c) the reliability of the data or information presented on the table.
These tables are of value not only for the analysis that is presented in this study, but also in the evaluation of particular survey operations. If, for example, an airborne laser survey is to be considered for a particular section of Canada's coastal waters, reference to the appropriate table and sections of text would provide the necessary background for assessing the likely success of such a survey at different times of the year.
The text of Section 6.0 presents a description of the logistics, physical geology, oceanography/limnology and the meteorology of each of the five primary regions. This information is designed to provide an understanding of operational and environmental factors so that decisions regarding a field survey can be made in the context of the knowledge of how and why a particular parameter is present in the region.
A secondary product of the analysis is the identification of primary data and information gaps that would affect survey decisions.
The results of the project are reviewed and evaluated (Section 7.0) to summarize the applicability and feasibility of the airborne laser survey technique. 2.4
The report is accompanied separately by a series of maps that identify (i) areas of water depths less than 20 m, and (ii) within these areas where the airborne laser method is feasible. These five regional maps are at scales that range between 1:1,250,000 and 1:3,500,000; less detailed, page-size versions of these maps are provided in the relevant text of Section 6.0.
2.3 STUDY TEAM AND ACKNOWLEDGEMENTS
The study was designed and managed by Dr. E.H. Owens but involved the significant participation of a number of individuals. In particular, D. Monahan of the Canadian Hydrographic Service provided valuable input regarding the structuring of the problem. Drs. R.L. Keeney and J.R. Harper were closely involved in the preliminary phase of examining the survey factors. Dr. Keeney conducted interviews with D. Monahan and M. Casey of the Canadian Hydrographic Service and with Dr. R. O'Neil of the Canada Centre for Remote Sensing and prepared the text for Section 3.0.
The analytical phase, which constituted the major level of effort in the project, was carried out by P.D. Reimer and B.S. Sawyer. Dr. D.P. Krauel contributed to parameter definitions and prepared those parts of the text in Section 4 which relate to laser design (4.2), the laser operational factors (4.3) the water clarity of the Great Lakes (4.5), and to the measurement of water clarity (4.6). In addition, Dr. Krauel prepared those parts of the text and analysis tables in Section 6 that relate to water clarity. Dr. G.A. Robilliard and M. Bozeman prepared an evaluation of the marine biological factors for the analysis tables and Dr. Robilliard contributed the marine biology text for section 4.4.
The report was reviewed by Dr. W. Milne, and report production was the responsibility of J.L. Waring (word-processing) and B.S. Sawyer (graphics). N O IlV fl 1V A 3 A 8V NINI1 138d 0 -£ 3.0 PRELIMINARY EXAMINATION OF FACTORS
3.1 THE PROBLEM
The use of laser equipment from aircraft to chart the shallow waters off Canada's extensive coasts offers significant potential benefits. At the current time, however, the technology is new, relatively untested, and being improved both technologically and operationally by knowledge gained in field tests. The purpose of this section is to present a preliminary examination of factors affecting the breadth of application of the airborne laser technology. This examination was conducted as the first stage of the project and provided the framework for the analysis and evaluation that is presented subsequently in this report.
Because of the state of development of the laser technology, it is more of an art than a science to examine its applicability. Hence, it seemed particularly appropriate initially to discuss the equipment operation and uses of the resulting data with experts knowledgeable about these features. Specifically, the information gathered here relies heavily on discussions between R.L. Keeney with D. Monahan and M. Casey of the Canadian Hydrographic Service in Ottawa and Dr. R. O'Neil of the Canadian Center for Remote Sensing, also in Ottawa. Other individuals whose discussions were particularly important in preparing this preliminary examination were Drs. E.H. Owens and J.R. Harper of Woodward-Clyde Consultants. In all cases where judgement is attributed, the reader should recognize that these are definitely preliminary judgements and subject to change. They were gathered in short interviews for the purpose of beginning to structure factors that affect the applicability of the airborne laser mapping technique for shallow offshore waters. 3.2
The results of this preliminary examination are presented as follows. The first section (3.2) develops a conceptual framework for examining the factors affecting the applicability of the laser technology. Section 3.3 discusses specific assessments and judgements utilized to examine specific factors. Section 3.4 suggests how the information gathered might be utilized to help identify Canadian waters where the laser equipment may be a useful technological tool. The final Section 3.5 presents some general judgements on improving the information that is discussed and analyzed in this report.
3.2 CONCEPTUAL FRAMEWORK
The result of the hydrographic survey is a chart of shallow nearshore or offshore waters that indicates the depth at various locations. To evaluate the system technologically, the quality of the data is particularly important. There is, of course, some judgement about what quality of the data means. Based on discussions with the Canadian Hydrographic Service, accuracy is the key element in the quality of data for this preliminary examination. There are also questions about how accuracy might be measured. In this study, we did not examine this issue in depth. We basically utilized the standard deviation of the error in measurement as the index of the accuracy of the depth measurements. This index would presumably correspond with other indices that might be used, such as the maximum error.
3.2.1 General Features Affecting the Quality of the Data
In thinking about specific factors that might limit the applicability of the airborne laser mapping system, we begin by identifying the general features that might be limiting. Our thinking leads us to the following five features: • weather conditions • flying conditions • water conditions • laser operations • required data quality 3.3
The manner in which these general features relate to each other is illustrated in Figure 3.1. Here, one can see that weather conditions can directly affect all of the other features except required data quality. Weather conditions, however, indirectly affect the required data quality by their affects on these other features. The influence of one feature on another is indicated in Figure 3.1 by the arrows. Note also that there are arrows leading from boxes into all the general features except data quality. These boxes indicate the specific features that influence general features.
The specific weather conditions that may limit the applicability of the laser mapping technology include fog, cloud cover, humidity, rain, snow, and high wind. As an example, severe fog could prohibit flying because of concern for crew safety and for accuracy of the flight paths. The fog Ler se may not directly affect the laser operations or the water conditions. If the air is humid, this may affect laser operations by scattering signals sent from the plane and signals returned from the water surface and the bottom surface. This could lead to less accurate depth measurement and, in fact, inaccurate measurements. High winds could directly affect flying conditions and might create large waves with whitecaps, which would reduce the accuracy of laser operations.
Aside from weather conditions, the main feature affecting flying conditions would be the availability of landing sites for aircraft in the vicinity of laser mapping sites. For safety reasons, it would probably be necessary to have a minimum of one additional available site for landing (it need not be an airport; it might be a wide beach or a field) in addition to the site where the aircraft originated. Also, as accuracy in the flight path is essential for effective charting flying during night hours would probably not be useful.
Several specific features affect the water conditions in a way that is relevant to data quality. • These include the bottom depth, water clarity, bottom reflectance, wave size, and ice cover. The interaction
3.4
1 Weather Conditions \ / \ / Water Flying Conditions Conditions
Data Laser / Quality Operations
Figure 3.1 Factors influencing laser data accuracy. 3.5 between water clarity and water depth is particularly important. As the water clarity decreases, the depth decreases to which the laser mapping equipment is accurate. Stated alternatively, for a particular depth, the accuracy of the laser mapping decreases as the clarity of the water decreases. There are numerous factors that affect the water clarity including the concentration and type of suspended solids, the dissolved organic material, and the chlorophyll concentration. The operation of the laser equipment can also be affected by waves that are either too big or too small. The system does not operate with ice cover.
Most of the features affecting laser operation are indirect, in that they result from either weather conditions, flying conditions, or water conditions. Even when these conditions are not limiting, however, there may be concern for the safety of individuals, which could limit the applicability of the laser system. Specifically, one might not wish to use lasers in an area where individuals were either on the shore (e.g., a beach) or near the shore (e.g., in small fishing boats) for fear of personal harm. The vision of an individual looking toward the aircraft could be severely impaired if the laser equipment was operating in their direction. The time of year, which effects solar illumination and radiance angle, can also influence laser operation.
3.2.2 Temporary vs. Permanent Limitations
In examining the features that potentially limit the use of the airborne mapping system, it appeared to be particularly useful to differentiate between those that had a permanent affect and those that had a temporary affect. Although in some cases the distinction is not completely clear, the concept should be very useful. For our purposes, we consider the permanent limitations to be essentially three factors: water depth, ice cover, and availability of bases for operating aircraft. All other specific features are considered to be temporary features. Water clarity, for example, would prohibit the usefulness of the equipment but in some areas there may be times when the clarity would improve at the 3.6
particular location such that it would be possible to effectively utilize the laser equipment. The permanent limitations are related to present-day considerations. At a time in the future, one might develop base sites for aircraft where additional areas could effectively be mapped. In addition, a change in the equipment utilized for mapping, such as from fixed-wing _ aircraft to helicopters, might increase the area that could effectively be charted with the laser system.
3.2.3 The Objective
In the next sections of this report, the objective is to obtain a preliminary index to indicate the areas of the coast that can be effectively charted as a function of the two most critical factors that affect the laser system: water depth and water clarity. One could easily combine this with a separate, independent examination of the areas that could effectively be mapped as a function of the availability of base facilities for aircraft. This would depend on the range of operations and types of aircraft, and since this particular investigation did not examine those aspects in detail or include experts on aircraft operations, it is not further addressed in this section.
3.3 SPECIFIC ASSESSMENTS
This section discusses the quality of measurement required for the laser technique to be useful and the assessment of the combinations of water clarity and depth where such a technique is technologically feasible.
3.3.1 Quality of Data Required
Since the primary user of the hydrographic data is the Canadian 'Hydrographic Service, we chose to use their guideline for determining the appropriate quality of the data. The guideline used by the Canadian Hydrographic Service is that the error in measurements should not exceed 30 cm for depths up to 30 m and should not exceed one percent of the actual depth for depths greater than 30 m. Since the laser equipment would only 3.7
be utilized for depths of 20 m or less, the appropriate standard for laser accuracy would be 30 cm. There is, however, an option for how one wishes to define error in measurement. As mentioned above, in this investigation, we utilized the standard deviation of the measurement error as the measure.
3.3.2 The Assessments
Before we actually determined the required quality (i.e., <30 cm) for the laser measurement system, assessments were made with staff of the Canadian Hydrographic Service (C.H.S.) and the Canadian Center for Remote Sensing (C.C.R.S.) to appraise their judgement of the errors that might result from various combinations in water quality and depth. The results of both of these preliminary assessments are indicated in Figure 3.2. Some interpretation of this figure is certainly necessary.
Let us first consider the assessments with the Canadian Hydrographic Service. In this case, the water depth was measured in metres, ranging from 0 to 20 m, and the water quality was measured in terms of the Secchi depth, which we shall indicate by the symbol Z. A Secchi depth of 5 m would indicate that a disc lowered 5 m in the water could just barely be seen and would not be seen at greater depths. Thus, a Secchi depth of 15 m indicates that the water is much clearer than a Secchi depth of 1 m. Questions were asked such as the following: "At a depth of 10 m with a Secchi depth of 15 m, what is the standard deviation of the error that you would expect in laser measurements?" The response for this particular combination was 21 cm as indicated in the circle at the location of a 10 m depth and a 15 m Secchi depth in Figure 3.2. The responses of the C.H.S. staff are indicated by the circled points on that figure. It is useful to note that the accuracy of the equipment decreases when the depth increases or when the Secchi depth decreases. This directional degradation of the laser charting procedure seems reasonable. However, because the charting technology is very new and because there have been limited field tests, the specific numbers should be considered very preliminary.
3.8
Diffuse Attenuation Secchi Coefficient Depth k
3 — 0.5m - 2 — 0.75m- 1.5 lm - 1.0 1 5m _ • 30 • 1501 • kDmax =20 0.75 2m _ 1501
0.5 — 3 3m - • 30 30 •
0.33 5m - 3Z=Dmax
1 0
10 10 15 0 0 15 /0 10 15 20 DEPTH (m) Assume 1(2=1.5 0 CHS Preliminary assessments 20 CCRS Preliminary assessments
Numbers represent estimated standard of error in measurement (cm).
Figure 3.2 Preliminary assessments. 3.9
In the assessments with the staff of C.C.R.S., the depth was again measured in metres ranging from 0 to 20 m. However, in this case the water clarity was measured by the diffuse attenuation coefficient, which we will 1 define as k and has units of m . When the parameter k is small (near -1 0.1 m , for example), the water is very clear. As k increases, the clarity of the water decreases.
The assessments for the error as a function of the diffuse attenuation coefficient and depth gathered from C.C.R.S. are indicated by the boxes in Figure 3.2. As before, they should be considered preliminary. In this assessment, they also should be considered to indicate the potential of the laser equipment to operate once the operating procedures are refined, rather than given the operation procedures that might be utilized at the present time. In other words, these errors indicate errors of operating with very good procedures and with very good conditions, as opposed to operating with current procedures under normal conditions which was the assumption with the Canadian Hydrographic Service estimates. This fact must be kept in mind when comparing the two assessments.
3.3.3 Comparison of the Assessments
One observation that can be made in comparing the assessments is that, in both cases, the perceived error greatly increases as the depth of the water increases or as the water clarity decreases. To make any further comparisons, however, one needs a relationship between the two different scales utilized to measure the water clarity. Although there is no unique relationship, there is some evidence to indicate that a reasonably good relationship is simply kZ = 1.5. This is the relationship utilized in Figure 3.2. With this relationship, the absolute errors indicated in the figure are relatively close for the two assessments. This is particularly true when the unit utilized by one person, for error might be different from the unit used by another person and when the relationship between the two clarity measures is not unique. 3.10
The staff of the Canadian Hydrographic Service suggested that the laser equipment might be useful operationally for charting waters where the depth was no greater than three times the Secchi depth. In this case, if we define D to be the maximum depth to which the equipment can be max usefully operated, then Dmax = 3Z. This operating limit is indicated on - Figure 3.2. Specifically, the area below the line 3Z corresponds to the conditions under which the laser equipment can be effectively used.
Dr. R. O'Neil of the C.C.R.S. considered that the laser equipment had the potential to be effectively operated in conditions where the depth is less than D = 20/k. The line where kD = 20 is also indicated on max max Figure 3.2, and the area under that line would correspond to the conditions under which the laser equipment would potentially be useful using Dr. O'Neil's judgement. Given all the caveats that we have discussed above concerning comparison of different indices for water quality and different concepts of error, we note that the area corresponding to conditions where the laser equipment might currently be utilized is less than that where it might usefully be utilized with more field testing and knowledge to improve operating conditions and the technology. This also indicates the time dependence of the judgements expressed in this study. They currently must depend on the technology available and the knowledge of existing field tests. Since these change in time, the judgements will change also.
It is important to note on the data in Section 3.3 that it may be the case that the accuracy goal of 30 cm for depths up to 30 m might not always be achieved when the conditions for operating the laser equipment hold. That is to say, the laser equipment may operate, but may result in errors of, for instance, 50 cm. With the current standard of the Canadian Hydrographic Service, such errors would not be acceptable. Therefore, in deciding what part of Canadian waters can effectively be charted, one might simply not ask, in what areas can one gather the data, but also, is it accurate enough even if one can gather the data? From the assessments in Figure 3.2, it appears that for both the assessments of the Canadian Hydrographic Service and the Canadian Center for Remote Sensing, to limit the applicability of the data to areas where the error is less than 30 cm 3.11
would be more limiting than simply to utilize the lines indicated on Figure 3.2 to define the maximum range of operations. Stated another way, using C.H.S. information, their judgement of the error is greater than 30 cm in some areas where the depth is less than 3Z. Using C.C.R.S. judgements, the error is greater than 30 cm in some of those conditions where the depth is _ less than 20/k. Such circumstances need to be considered in examining the Canadian waters in which the equipment may be applicable.
3.4 USE OF THE INFORMATION
Based on the preliminary judgements indicated on Figure 3.2, it would appear that the operational usefulness of the laser equipment, at the current time, would correspond to areas under the D max = 3Z line. In the near future, the total areas might be increased to that under themax D = 20/k line. Thus, it would appear useful to geographically indicate those areas of the Canadian coast corresponding to the area under both curves and then those corresponding to the area under the higher curve in Figure 3.2. Areas of the Canadian coast with conditions greater than the higher curve might be considered inappropriate for laser charting.
For those areas where laser charting seemed potentially useful, it would be necessary to check the existence of the other temporary factors to determine the degree to which these might prevail. For the current time, it might be useful simply to indicate a percent of the time over a period of a year where conditions would not necessarily inhibit use of the laser equipment in order for the laser system to be useful. Preliminarily, based on discussions described here, one might consider it possible to use the laser equipment as long as the temporary conditions did not hold in a period of over 25 percent of the time during a particular one-month period. Thus, for instance, if conditions at a particular location were such that one expected 10 days in the month of July to be sufficient, in terms of the temporary conditions for laser mapping, it might be reasonable to assume that laser mapping would be technologically applicable to that area if the permanent conditions were such that laser mapping seemed appropriate. This figure of 25 percent of a one-month's period is based in large part on the author's judgement of qualitative information gathered in the discussions. 3.12
The other factor that it would be necessary to examine is the availability of land bases to support the aircraft equipment necessary for the mapping techniques. As mentioned in Section 3.2, this examination should be rather straightforward and could be conducted independently of the investigation referred to here. The information needed is the maximum distance from a landing site under which the pilots can safely operate planes, and a knowledge of the location of the primary and alternate landing sites.
3.5 COMMENTS
It is perhaps useful to mention that, in any study of this nature, professional judgements and value judgements are absolutely necessary. There is no way around this fact; there are simply different ways to proceed. Specifically, one might try to hide those necessary judgements in a vail of "objectivity" or one might try to bring them explicitly to the forefront to promote clear examination. The latter was the purpose here. The intent is that by making these judgements clear, we can improve communication and promote modification and improvement.
There would seem to be four general types of improvements to an investigation such as described in this section. Each would require more time than that allocated to this study, and the appropriateness of each could better be appraised as a result of this preliminary investigation. The four potential improvements are the following:
(1) Improve the quality of the information indicating the perceived error due to operating the equipment in conditions of different water depth and water clarity. (2) Investigate quantitative restrictions on the operational usefulness of the equipment due to temporary factors. (3) Investigate the accuracy required from charts as a function of the uses of the charting information rather than simply accept a 200-year old historical standard of 30 cm accuracy. (4) Conduct these assessments with a wider range of experts, knowledgeable and concerned about hydrographic mapping. 1:13SV 1 - S1:1 010V A 1VN OLIVEI3d 0 017 4.0 OPERATIONAL FACTORS - LASER SYSTEM
4.1 INTRODUCTION
The successful planning for the implementation of a laser survey requires consideration of a wide range of operational factors that relate to either the laser system itself (this section) or to the flight component of the survey (Section 5.0). The factors that limit survey logistics or the measurement technique are described in these two sections and are discussed, on a geographical basis, in the analytical phase of this feasibility study that is presented in Section 6.0.
In considering the wide range of factors that can affect an operation, it is initially evident that some factors are permanent, such as the distance between an airfield and the survey area, whereas others may vary both in time and space (Section 3.2.2). For the purpose of this study, water depth is considered to be a permanent factor, even though in some areas the movement of sand waves can, for example, result in depth changes in the order of several metres. These factors that vary through time may do so in a reasonably predictable manner, for example, the growth and decay of the sea-ice cover or seasonal wind patterns, whereas others may be almost random in character, such as turbulence or local wind patterns.
The discussion in this section focusses initially on the principles of the laser system for bathymetric surveys, and then considers those fac- tors that limit field operations of the equipment. Marine biological para- meters that affect water clarity are discussed separately in Section 4.4. In Section 4.5, a detailed examination of the spatial distribution of the limiting parameters for the Great Lakes is presented, and Section 4.6 outlines a number of methods that are available to measure water clarity. 4 . 2
4.2 LASER DESIGN
The laser measures water depth directly by transmitting pulses of green light that are reflected from the water surface and from the bottom. The time difference in reception of the two reflections by the aircraft- mounted instrument provides a measure of the water depth.
The MK II Lidar delivers up to 10 MW peak pulse power at 532 nm and 15 MW pulse power at 1064 nm (Ryan and O'Neil, 1980). The output pulse width is 5 ns and the pulse repetition rate is variable from single shot to 10 pulses per second. At the largest repetition rate, the water-depth sampling interval is approximately 7.6 m for an aircraft flying at a ground -1 speed of 76 ms (150 knots). The maximum depth penetration, Dmax , of the laser can be expressed as (Steinvall et al., 1981)
-D - 2KD max = kn P/P or P = e max B P 2K B where P is a system parameter defined by
P = P • p • A • n /7 • H2 L r r in which P is the laser peak power, p is the bottom reflectivity, A the L r receiver area, nr the receiver efficiency, and H the altitude. The optical background level received by the detector is denoted P and the system loss B is described by the exponential loss coefficient K.
Although the relationship would indicate that the depth penetration can be increased by increasing the laser power or the receiver area, there is a limit to the maximum depth penetration that can be achieved in this manner due to an associated increase in background noise, P B , from backscatter.
The ratio, can be considered to be the signal-to-noise ratio P/PB' of the system. The system attenuation coefficient is essentially equal to the diffuse attenuation coefficient, k (Guenther, 1978). Therefore, the product of the diffuse attenuation coefficient and the depth beyond which successful returns cannot be detected, is a useful system parameter Dmax, for a laser hydrographic surveying system. 4.3
4.3 LASER OPERATIONAL FACTORS
The maximum operational depth for this study was taken to be 20 m with a depth measurement accuracy of + 0.30 m. As noted in Section 3.0, there are a number of parameters that can be limiting environmental factors for the operation of the laser. These are listed in Table 4.1, with the corresponding range of values under which the operational requirements are met, and that are described in the following sections.
4.3.1 Ice Cover
The laser beam will not penetrate ice; hence, the presence of ice prohibits the use of the laser for hydrographic surveying. Since the presence of ice blocks the penetration of the laser beam into the water column, the operational period for the use of the laser on any coastline must be limited to the local ice-free season.
4.3.2 Turbidity
Water clarity or turbidity is the most critical limiting parameter for the successful operation of the system. Over the years, many different techniques have been employed to measure turbidity or the optical properties of seawater and freshwater (see section 4.6: page 4.28). Properties that indicate the optical character of water include: transparency; beam attenuation coefficient; colour; and vertical extinction coefficient or diffuse attenuation coefficient. These optical properties have the following definitions: • Percent transparency is a measure of the amount of radiation that successfully transits a unit length.
• Transparency, as measured by a Secchi disc, is the average of the depths at which the disc disappears and reappears.
• Beam attenuation coefficient is the measure of the attenuation of a collimated light beam through a fixed path length.
• Colour is described by comparison with some scale, such as the Forel-Ule Scale.
• Vertical extinction coefficient, or diffuse attenuation coefficient, is a measure of the exponential attenuation of downwelling radiation in the sea. 4.4
Table 4.1 Factors That Affect Laser Operation
PARAMETER OPERATIONAL REQUIREMENT
Water Depth <20 m Ice open water Secchi depth >6.7 m 1 Diffuse attenuation coefficient <0.22 m Percent transparency 50% per metre -1 Wind 1 - 10 ms Bottom reflectance not limiting Seaweed none present 4.5
The Secchi disc, a white, 30-cm diameter disc, has been widely used to measure water transparency. It has been found that the Secchi depth is influenced by shade from direct sunlight, observer, height of observer above the water, altitude of the sun, and clearness of the sky.
Many observers (Tyler, 1968) have attempted to relate the Secchi depth to beam and diffuse attenuation coefficients. Such relationships are by no means exact and have moderately large standard errors. The relationship between diffuse attenuation coefficient and the Secchi depth is usually approximated by the equation
kZ = constant where k is the diffuse attentuation coefficient and Z is the Secchi depth in metres. The constant has been quoted to be in the range 1.44 to 1.7 and is normally taken to be 1.5 (Frederick, 1970).
The diffuse attenuation coefficient is normally measured by the use of a submarine photometer and the equation
I = I e-kz Z o where I and I Z o are the intensities of solar radiation at the surface and at depth z respectively. The diffuse attenuation coefficient is a measure of the absorption and scattering of the water and the suspended matter within the water column. The coefficient is a function of the light wave length. The relationship varies with location, but all waters tend to have a minimum value of the attenuation coefficient in the green band of the spectrum (Fig. 4.1).
Many attempts have been made to relate the diffuse attenuation coefficient to the beam attenuation coefficient, the water colour, or the concentration of suspended material in the water column. The latter parameters must be depth-averaged to make them comparable to the beam 4.6
0.7
0.6
E 42- 0.5 Coo„ •
''ro/ , '40,4.
407) 04 0 .--1 ...- „, •0_ - _ , t0.3 A: I , - - --_ - . • Coastal min 0 . 2 ....„.....Oceanic max '
0.1 Oceanic mean e. I ceanic min
045 Blue 0.50 Green 0.55 Yellow 0.60 Orange 0.65 Wavelength, microns
Figure 4.1 Spectral attenuation coefficients of pure water and various types of seawater (after Sverdrup, Johnson, and Fleming) (Note: 1 micron = 1000 nm).
100 -
•• • 75 - • • • • • • N MO • • • • • • SSIO 50 - • SMI • • • • 25- • TRAN 0 0• • • 0 0 0 • • • 0 • •• CO 1 10 100
CONCENTRATION (gm-11
Figure 4.2 Percent transmission as a function of concentration of suspended particulate matter. 4.7
attenuation coefficient or the Secchi depth. These relationships have large standard errors since other parameters must be taken into consideration.
For example, the relationship between the diffuse attenuation coefficient and concentration of suspended particulate matter depends upon the ratio of organic to inorganic material, the size and density of the particles, and the amount of dissolved organic material in the water. Figure 4.2 displays the relationship between the percent transmission per metre and the concentration of suspended particulate matter. The scatter of the data points indicates the uncertainty of a relationship between the two parameters. Even at very low concentrations, the light is significantly attenuated in natural waters due to absorption by dissolved organic material.
The diffuse attenuation coefficient would be expected to increase in and near estuaries due to increased concentrations of dissolved organics, probably humics. Additionally, the freshwater sources will probably carry increased suspended solids into the marine environment, especially during freshets, which will also increase the coefficient. Organic suspended particulate matter would be expected to peak locally in coastal waters during phytoplankton blooms in the spring or early summer (see Section 4.4). A typical bloom may lead to chlorophyl concentrations of 10-20 mg -3 -1 m and a diffuse attenuation coefficient in the range of 1.0 - 1.5 m or more.
Variations in water clarity are related to areal distributions of dissolved and suspended material, which in turn are related to particle size, composition of the bottom sediment, proximity to the shore, depth of water, currents, storm activity and depth of mixing caused by resulting waves, variation in streams influx, windborne materials, and plankton blooms. The most significant short-term variations are produced by storm activity and plankton blooms. 4.8
The staff of the Canadian Hydrographic Service interviewed in the initial phase of this study (Section 3.0) suggested that the laser bathymetric system might be operationally useful for mapping waters in depths less than three times the Secchi depth
i.e., Dmax = 3Z or D = 4 ' 5 max — k
Since the maximum operational depth desired is 20 m, the system will be operationally useful in water with a Secchi depth greater than 6.7 m or a -1 diffuse attenuation coefficient less than 0.22 m . The beam attenuation coefficient, which is frequently observed by a transmissiometer, is approximately five times the diffuse attenuation coefficient (Guenther, 1978). Therefore, if the depth-averaged beam attenuation coefficient were -1 less than 1.1 m , the laser system would be operationally useful. These values have been determined for a 20 m depth. If the actual bottom depth is less, the required optical parameter values could be relaxed accordingly.
It is important to use a depth-averaged optical parameter, since the distribution of properties contributing to attenuation is not uniform over the water column. Larger particles, especially those which have a higher density than the water, settle rapidly. The settling of finely divided particles, with densities approaching that of water, is greatly affected by temperature and salinity variations and stratification. This creates a natural separation based on size and composition. Organic material especially tends to concentrate above the pycnocline, as settling is impeded by the underlying water of greater density and viscosity. Below the thermocline in lakes, the settling rate is more uniform because the hypolimnion is structurally more stable than the epilimnion. Suspended material may concentrate near the bottom. These materials may be colloidal or they may be due to transport or resuspension of materials. Direct correlations between transparency and temperature structure have been found in lakes. The lowest transparency has been found below the thermocline and above the sediment-water interface. This phenomenon was observed repeatedly in the Corps of Engineers study of spoil disposal effects on the Great Lakes (Fig. 4.3). 4.9
42.38° N 42.35 ° N 42.25° N 42.31 ° N 42.35° N 81.61 ° W 81.37°W 81.32° W 81.08°W 80.85 ° W 0
N ct w 10 w
0. 20 w
30 PERCENTAGE Figure 4.3 Vertical profiles of water transparency in Lake Erie (Pinsak, 1968). 4.10
4.3.3 Wind
Wind and wind-generated waves influence the system performance in a number of ways, all of which are significant only at the extremes (Guenther, 1978). A glassy or mirror-like water surface, such as would occur during calm wind conditions, causes the surface return probability to decrease. Surface return energy from non-nadir scanner angles reaches the receiver only if capillary waves are excited sufficiently to present a large number of tiny facets perpendicular to the beam. These capilleary -1 waves tend to die out due to surface tension for wind speeds below 1 ms , which leads to a reduced detection probability. At the other end of the spectrum, high winds generate waves that, in shallow coastal areas, resuspend bottom sediments and decrease water clarity to unacceptable -1 levels. From 1 to 10 ms (2-20 knots), beam spreading through the air-sea interface due to wave-slope augmented refraction is small compared to beam spreading in the water column due to scattering, but, at higher wind speeds, the beam spreading by the surface waves is of a magnitude sufficient to reduce the detection probability.
Therefore, the operational window for the system is limited to winds -1 within the range 1-10 ms (2-20 knots).
4.3.4 Bottom Reflectance
Reflectivities for sediments consisting of various grades of mud, sand, and shell fragments have been found to range between 4 and 12 percent (Guenther, 1978). Although the reflectivity of bottom sediments is not considered to be a limiting factor, the presence of vegetation will significantly attenuate the laser beam and may result in reflections that will cause a shallow bias in the soundings. Hence, the presence of seaweeds, whether floating on the surface or in the water column, or fixed to the bottom, will adversely affect the use of the laser bathymetric system. These biological parameters are discussed in Section 4.4. 4.11
4.4 MARINE BIOLOGICAL PARAMETERS
The abundance of floating or rooted vegetation and plankton is one of the primary factors that affects water clarity. Floating vegetation, including duckweed, filamentous algae, and water hyacinths, is not generally a problem, except in some lake environments due to its limited distribution.
4.4.1 Rooted Vegetation
Rooted vegetation includes: (i) kelp, which has a floating component or canopy as well as the stalk and holdfast; (ii) seagrass, principally eelgrass and surfgrass, (Zostera spp. and Phyllospadix spp., respectively); and (iii) other plants such as water lilies in lakes.
Kelp is comprised of several species. The principal Pacific Coast forms are those that reach to the surface, including: • Bull Kelp - (Nereocystis and Keana) is abundant along much of the rocky, exposed to protected coasts of Vancouver Island, the Strait of Juan de Fuca, the Queen Charlottes, and the exposed mainland coast. It is common in areas of rocky bottom and where there is not a substantial, long-term, low salinity discharge. It grows from nearshore (>5 m) to depths where sufficient light can penetrate (up to 25 m). It probably reaches heights >1 m in March, the surface in May-June, and is torn out by storms in October-November. Thus, bull kelp, by itself, will limit the use of the laser system to winter months along much of the rocky coast of B.C.
• Kelp - (Macrocystis integrifolia) is abundant in less exposed, higher salinity patches, especially the coasts of Vancouver Island and the Queen Charlotte Islands. It is not present on the Inside Passage. It grows in depths to 10 m from the shore. It is a perennial and may be present most of the year, even if the surface canopy is absent. That is, it will have stalks, fronds, or air bladders present on the bottom, extending up to a metre upward. In general, it is not as widespread on the coast as is Nereocystis.
Brown kelps, (Alaria, Laminaria, Hedophyllum) are all abundant on rocky bottoms from the shore to approximately 20 m depth, depending upon light. They are often more than a metre tall and form an essentially complete carpet in many areas. 4.12
Red kelps, (Gracilaria and Gracilariopsis) are also abundant on rocky bottoms, especially on the southeastern coast of Vancouver Island. Several other large red algae may be abundant.
Though the species-specific abundance percent cover and height varies temporally and spatially for these red and brown algae, in aggregate they generally constitute a vegetation layer up to 1-2 m deep on rocky bottoms to 20 m depths. Consequently, the laser may not be able to detect the "true" bottom in these areas. The only areas where some large algae are not likely to be present are (1) vertical walls such as along fjords, (2) low salinity areas like the Fraser River Delta, (3) sedimentary substrates, or (4) high turbidity plumes.
The major kelp species on the Atlantic Coast are Laminarians, especially Laminaria digita and L. longicruris, and Agarum cribrosum. They dominate in shallow water (less than 15 m) along the New Brunswick, Nova Scotia, Newfoundland, and Labrador coast to Hudson Strait. They are found mostly on the exposed coast, and probable heights exceed 1 m. Most rapid growth is in winter. They cover most of the bottom, but are probably not abundant in bays or the inner (low salinity) Gulf of St. Lawrence. Kelp of the west coast type are not present on the east coast because they are eliminated by winter ice.
Seagrasses are of two types. Surfgrass, or Phyllospadix, is only abundant in the immediate surf zone of exposed to semi-exposed rocky shores where salinity is high, principally on the west coast. These represent a minor problem for laser operations because, although grass can be over 2 m long, it rarely occurs in water below zero datum (MLLW).
Eelgrass may be very abundant on sedimentary bottoms in bays, estuaries, and other low-medium salinity habitats where wave energy is low. Depth range is limited by light penetration but may be up to 7 m. Eelgrass may reach 2 m in height in late spring to late fall. It often dies back in winter to 1 m and is less dense. Irish moss is present in many shallow rocky Atlantic coastal waters. It is a perennial that grows up to 50 cm between the low water mark and 10 m water depths. Eelgrass is abundant and, as a result, the laser technique would be ineffective in 4.13
most Pacific coast bays and estuaries, and probably in many Atlantic coast bays, especially south of Labrador.
4.4.2 Plankton
Plankton occurs in densities great enough to limit light penetration of the water column (Section 4.3.2) and will limit the effectiveness of the laser to penetrate to the bottom.
Plankton is comprised of plants (phytoplankton) and animals (zooplankton), which are mostly small (usually microscopic as individuals) and at the mercy of the currents with regard to their primary movement and distribution patterns. Plankton are distributed throughout the water column, but by far the highest abundance and diversity occurs in coastal waters; i.e., the area of interest for using the laser technology.
The abundance or density of plankton populations varies by orders of magnitude between seasons as well as between major oceanographic regions. The peaks in abundance, especially for phytoplankton, are known as "plankton blooms". It is during these blooms that the densities become so great that water clarity is reduced, often to the point where Secchi disc readings are <0.3 m and may approach zero in extreme cases.
Phytoplankton blooms typically occur in the spring and again in the fall. The first (spring) bloom is the result of: (1) river and land surface runoff, which brings large amounts of organic and inorganic nutrients into the marine system; (2) an increase in day length and a decrease in sun angle, which allows deeper penetration of light into the water column, both of which allow longer periods for photosynthesis; (3) changes in oceanographic regimes, especially upwelling, which further increase nutrient levels; (4) low abundance of zooplankton and other grazers which eat phytoplankton; (5) less turbulent weather and sea surface conditions; and (6) generally favourable combinations of water quality parameters such as salinity, temperature, and dissolved gases. The spring 4.14
bloom is typically the largest in the year, while the fall bloom is obviously larger than summer levels but is not as large as spring. Winter population densities are lowest. Different species or groups of species dominate the phytoplankton blooms, depending upon the season, water conditions, and successional stages in the blooms.
In addition to this general pattern, there are occasional "red tides" which are phytoplankton blooms, usually of one species. Red tides are unpredictable in time or space. They may cover large areas, but more often they occur in bays, lagoons or other protected waterways (but there are numerous exceptions). Red tides can be so dense that visibility approaches zero even at the water surface.
Zooplankton populations may increase to very high densities and essentially "bloom", but typically the density (either number of 3 individuals, or biomass/m ) does not approach that of phytoplankton. Occasionally copepod, mysids, euphausids, and other zooplankton will "swarm" to the extent that visibility is reduced to centimetres.
Zooplankton blooms follow, and are the main reason for the decline in the spring and fall phytoplankton blooms. Zooplankton populations are typically largest in the summer, and during this time they graze the phyto- plankton population down to relatively low levels. Toward the end of summer zooplankton begin to (1) settle out, if they are larval benthic forms, (2) grow too large to feed on phytoplankton, if they are fish, or (3) reproduce and die off. This relieves the grazing pressure on phytoplankton which can then undergo another bloom in the fall.
4.5. DETAILED EXAMINATION OF THE GREAT LAKES REGION
The Great Lakes is the only region for which reasonably detailed data are available for all limiting parameters including water clarity. In Section 6.0, the five regions are assessed through an examination of a number of subdivisions within each region. Because of the data base available, a more detailed assessment of the feasibility of employing the 4.15
laser as a hydrographic surveying tool can be completed for the Great Lakes. The following sections examine the critical limiting parameters spatially within each of the ten subdivisions in the Great Lakes (Fig. 6.5 on page 6.35).
- 4.5.1 Subdivision la
The Canadian Shield underlies the entire Canadian portion of the Lake Superior drainage basin. Throughout much of the basin the Shield rocks have a veneer of silty to sandy till. The main exceptions are patches of varved or massive clay and silt, and fine and medium sand, which are associated with river valleys or embayments such as Thunder Bay and Black Bay. The shore is essentially bare bedrock eroded by wave action, except in the Thunder, Black, and Nipigon Bay areas where silty to sandy till, clay and silt are common.
Lake Superior has the lowest concentration of suspended solids, dissolved solids, and organic materials of all the Great Lakes. The biological activity is relatively low and, hence, is not a major contributor to turbidity. A spring plankton bloom adds to the turbidity caused by the inorganics injected by spring freshets. The result is a minimum in the Secchi depths during the spring. Wave energy is at a maximum during the fall, but large Secchi depths during this season indicate that wave action has little or no effect on water clarity.
The generally resistant shoreline and uplands that drain into the region lead to low turbidity in the nearshore water. Nipigon, Black, and Thunder Bays have the lowest mean Secchi depth values, ranging from 2 to 5 metres. The rest of the coastal area has mean Secchi depth values ranging from 4 to 13 metres, with a mean value in the nearshore waters of 8.5 m. Figure 4.4 indicates that the waters of Lake Superior are on the average relatively clear and have a diffuse attenuation coefficient less than the -1 required 0.22 m at the wave length of the laser. 4.16
3.0
cr w 2.0
2 m P.O
z 0.6 LAJ 0 0.4 U- LU 0 0.2 z 0 50.4
Lc 0.2
0.4
0.2
0.4
0.2
400 450 500 550 600 650 700 WAVE LENGTH (nm)
Figure 4.4 Spectral attenuation coefficient for the waters of the Great Lakes (Beeton, 1962). 4.17
Ice generally appears by early December in the sheltered areas of the lake, with a minimum occurring in early to mid March. Ice formation ends sometime during late March to early April but ice may be present in the embayments until the end of April or even early May.
Although the open waters of Lake Superior are generally very clear, the shallow areas are limited to the embayments where suspended material concentrations are high. Therefore, water clarity is expected to be a limiting factor for most of the ice-free season in areas of water depths less than 20 m.
4.5.2 Subdivision lb
This region is almost devoid of shallow areas less than 20 m. The only shallow area of any significance is in eastern Whitefish Bay where the sediments are silt, silty sand, and sand. This region also has a higher concentration of organics than the open parts of Lake Superior.
Although Lake Superior is characterized by very clear water (Fig. 4.4), the shallow area of Whitefish Bay has increased turbidity due to the higher concentrations of inorganics and organics. Like subdivision la, the Secchi depths are at a minimum during spring when inorganics from river runoff and plankton blooms are at a maximum. Wave activity in the fall and at other times resuspends some of the fine bottom material and, along with land-derived material, keeps turbidity at a high level in eastern Whitefish Bay throughout the ice-free season.
Like the western portion of Lake Superior, ice generally appears in early December in the sheltered areas and break-up occurs in April. Again, although the open water of Lake Superior is generally very clear, the shallow areas are limited and experience high concentrations of suspended and dissolved material. Therefore, water clarity is expected to be a limiting factor for most of the ice-free season in areas of water depths less than 20 m. 4.18
4.5.3 Subdivision 2a
The north shore of the North Channel region is bordered by the resistant Canadian Shield. Inorganic concentrations from the minor rivers that flow into the area are minimal, but some of the rivers contribute significant humic concentrations. Biological activity is limited, and, hence, Secchi depths greater than 6.7 m are common, except close to river mouths that inject water with high concentrations of humics or inorganics.
Wave activity is very limited due to the short fetches. The eastern end experiences the most wave activity, under the influence of the prevailing westerlies that are funneled along the Channel. Very little resuspension of bottom sediments occurs, however, and the eastern end actually has the clearest water of the subdivision. Plankton blooms in May may limit water clarity locally.
The season affected by ice cover extends up to 5 months each year. During the period from June through September or October, however, conditions, are excellent for the potential use of laser hydrographic surveying techniques with the exception of thunderstorms.
4.5.4 Subdivision 2b
Glacial tills occur along the southern shore, while bedrock, till, and glaciolacustrine clay occur along the eastern shore of Georgian Bay. Due to the resistant coastline and the limited fetches, coastal erosion and suspended inorganics are minimal, and Georgian Bay, along with Lake Huron, has some of the clearest water in the Great Lakes (Fig. 4.4).
The concentration of organics in the major portion of nearshore Georgian Bay tends to be low, and Secchi depths are large and comparable to those in the open waters of Lake Superior. The mean Secchi depths range from 8 to 11 m for the eastern shore of Georgian Bay. The one exception is the Honey Harbour area where organic and inorganic concentrations are elevated and Secchi depths are reduced to less than 5 m for most of the year. 4.19
Ice is present for two to five months of the year, and a minor plankton bloom in May may briefly reduce the water clarity. During the period from June to September or October, however, conditions are excellent for the potential use of laser hydrographic surveying techniques except for the Honey Harbour area and with the exception of thunderstorms.
4.5.5 Subdivision 3
The eastern Lake Huron shoreline is comprised in part of a clay plain extending southward from Point Clark to Grand Bend and by a narrow strip of land consisting of sand and cobble bars and sand dunes. This latter section of shoreline includes the area south of Grand Bend and the area north of Point Clark to the bedrock outcropping of the Bruce Peninsula. This eastern shore of Lake Huron is exposed to waves generated by winds from the north-northwest, the direction of the maximum fetch of over 300 km. The glaciolacustrine cliffs, composed of up to 50 percent clay with varying amounts of silt, sand, and gravel, have been receding at rates between 0.5 and 2 m per year. The regions of sand and cobble bars and sand dunes have been retreating at rates less than 0.5 m per year.
The orientation of the mainland shoreline with respect to the prevailing winds and the fetch lengths, the composition of the shore bluffs and the trend of increasing organics toward the south account for an observed north to south increase in turbidity. Figure 4.5 displays the north-south and onshore increase in turbidity in Lake Huron. Seasonal variation in wind and wave energy account for increased turbidity during the spring and fall when the entire mainland coastline may at times have Secchi depths less than 3 m. On the average, the southern half of the mainland coast will not have water clarity that would permit the use of the laser, but the northern half and the southern Manitoulin coast would.
Ice begins to form along the eastern shore in mid-December, reaches maximum cover during mid-March, and disappears by mid-April, except for the southeastern portion where ice has been pushed by the wind and persists for longer periods. During the period from June to September or October, 4.20
Figure 4.5 Secchi depths (m) for Lake Huron (a) June 1954, (b) July 1954, (c) August 1954 (Ayers, et al., 1956) 4.21
conditions along the Bruce Peninsula coast and southern Manitoulin Island are good for the potential use of laser hydrographic surveying. Turbidity or ice in the southern Lake Huron area would limit the technique year round.
4.5.6 Subdivision 4
Secchi depths for Lake St. Clair are generally less than 2 m. The shallow nature of the lake, especially on the Canadian side, probably results in the resuspension of bottom sediments by wind-generated waves. Organic turbidity, municipal and industrial effluents, and the suspended solids load of the St. Clair River, which is largely derived from shore erosion in southern Lake Huron, also contribute to the low Secchi depth values. Hence, turbidity or ice limits the laser hydrographic surveying technique at all times.
4.5.7 Subdivision 5a
Bluffs are common in the western portion of Lake Erie but are not as high as those further to the east. The bluffs range from about 20 m in height east of Point Pelee, to less than 7.5 m, west of Point Pelee with some low marshy areas in the extreme west. Bluff recession rates range up to 2 m per year.
Figure 4.4 shows that the waters of Lake Erie are the most turbid of all the Great Lakes. Lake sediment resuspension, tributary inflows which are high in suspended solids, and suspended organics resulting from phytoplankton growth contribute to the low Secchi depths and transparencies observed in the shallow western end of the lake (Figs. 4.6, 4.7 and 4.8). The figures indicate a seasonal variation in the water clarity, but, as Figure 4.9 shows, the transparency always remains below the 50 percent value required for successful laser hydrographic surveying to 20 m.
Ice cover is present from. mid-December to mid-March. Turbidity and ice-cover limit the use of the laser hydrographic surveying technique year- round in western Lake Erie. 4.22
Jo
• • • 0 1 — ____•.-..._ --7' . _. • / ..„ CONTOUR INTERVAL . 10 IL „„___,,:i Nerpoo•pe NoNo••••A7 .1101•• • • to CO •• I r
VOW, L•e•uon • I B • • • •
Figure 4.6 Water transparency (percent per metre) in Lake Erie (a) July 15-30, 1965, (b) August 9-20, 1965 (Pinsak, 1968). 4.23
Figure 4.7 Water transparency (percent per metre) in Lake Erie (a) August 31 to September 10, 1965, (b) September 14-22, 1965 (Pinsak, 1968). 4.24
Stenen Location •
—7—
r /
5 z-1.4
zo •
•
1•111•1111 Local*. •
— - -
Figure 4.8 Water transparency (percent per metre) in Lake Erie (a) October 11-26, 1965, (b) October 26 to November 9, 1965 (Pinsak, 1968). 4.25
60 >- Z 50 W cr H0 40 S Z cr 1— 30 .94 La 64 II 20 Z W U CC 10 a_W
JULY AUG SE PT OCT I NOV
Figure 4.9 Average water transparency (percent per metre) in Lake Erie during 1965 (Pinsak, 1968). 4.26
4.5.8 Subdivision 5b
The shoreline of eastern Lake Erie is characterized by resistant limestone headlands with accumulations of sand between adjacent headlands. The shoreline of the central portion of Lake Erie is composed of steep, dissected bluffs composed of two till sheets, overlain with lacustrine silt and sand. Bluff heights in some sections are in excess of 40 m. Bluff recession rates in the central region range up to more than 2 m per year but are much less in the localized eroding portions of the coast in the east. The bluffs contain 50 to 80 percent silts and clays with the remainder sands.
The nearshore turbidity is generally highest in the fall, which is the season of highest wave activity, and lowest in the summer or spring (Figs. 4.6 to 4.8). Maximum mean nearshore Secchi depths range between 4 to 5 m in the spring and summer, whereas, in the fall, the means drop to less than 2 m.
Although it is common for considerable open water to be present, as much as 95 percent ice cover has been observed during some winters. By the latter part of March, much of the ice has disappeared, but ice may remain in the extreme eastern end of the lake as late as the third or fourth week of May.
Turbidity and ice limit the use of the laser technique year round in eastern Lake Erie.
4.5.9 Subdivision 6a
The shoreline and upland areas that drain into the western Lake Ontario subdivision are composed predominantly of clay and till plains. It is estimated that 50 percent of the fine-grained sediment input to Lake Ontario is from bluff erosion (Kemp and Dell, 1975). Bluff recession rates range from 0.5 m per year to more than 2.0 m per year with the height of the shore bluffs varying between 3 and 107 m. The reaches with the highest erosion rates are between Hamilton and Niagara and in numerous locations east of Toronto. 4.27
Figure 4.4 indicates that, next to Lake Erie, Lake Ontario has the most turbid waters. Maximum turbidity occurs in August, indicating a strong relationship between turbidity and productivity and only a slight relationship between wave energy plus bluff erosion and turbidity. Secchi depths range from minimum values of 0.1 m, in the west, to 2 m, in the east, to maximum values of 12 m, in the west to 6 m, in the east. The mean values range between 1.5 and 4.8 m. Maximum values occur in the spring and fall.
The region is usually ice free. Ice that does occur is restricted to the eastern end and is less than 10 percent of the area.
Turbidity is a limiting factor year round for the potential use of the laser hydrographic surveying technique.
4.5.10 Subdivision 6b
The shoreline and upland areas that drain into the subdivision are composed primarily of clay, sand, limestone, and till plains. It is estimated that approximately 50 percent of the fine-grained sediment input to Lake Ontario is from bluff erosion (Kemp and Dell, 1975). Numerous locations along the coast of Prince Edward County, which are exposed to waves from the west, the prevailing wind direction, have significant bluff erosion rates that contribute to nearshore turbidity. The turbidity of the Bay of Quinte area is affected more by river-borne sediment inputs and suspended organics than by bluff erosion.
The Bay of Quinte area has a mean Secchi depth less than 2 m with the lowest values occurring in the spring and summer when suspended organics are at a maximum. In the open part of eastern Lake Ontario, the Secchi depths range from 2 to 6 m in the nearshore waters with the maximum occurring in the fall.
Ice formation in the Bay of Quinte begins as early as mid-December with freeze-up usually occurring sometime during January. Complete ice cover is normal until the middle of March. 4.28
Turbidity and ice are limiting factors year round for the potential use of the laser hydrographic surveying technique.
4.6 MEASUREMENT OF WATER CLARITY
Since water clarity is such an important limiting factor in the successful use of the laser as a hydrographic surveying tool and the data base for turbidity in many areas is sparse, it may be necessary to determine the water clarity in an area prior to implementing the technique. There are a number of levels of effort that can be expended on the task; each with an associated level of accuracy.
As noted in Section 4.3.2, the relevant optical parameter is a measure of the attenuation of light of 532 nm wave length as it propagates from the surface to the bottom through the water column. This is the diffuse attenuation coefficient or the vertical extinction coefficient for the particular wave length.
The coefficient can best be determined by lowering , through the water column a photometer fitted with an appropriate filter to pass light of a narrow band centred on the 532 nm wavelength only. The photometer will observe the attenuation of the relevant wave length band in the sun's radiation spectrum.
A second, less accurate, technique would be to observe the Secchi depth. This method is broad band in nature since it measures the attenuation of the entire spectrum of the sun's radiation and is not limited to the specific wave length of the laser.
Both of these methods require a boat or a floatplane on the water surface to act as a sampling platform and, hence, are expensive and logistically impractical for isolated locations. The alternative is to use aerial photography or satellite imagery. Colour aerial photographs can be 4.29
used to obtain an estimate of the attenuation coefficient from the colour of the water. The correlation between the two parameters is not exact because water colour can be affected in the same way by different combinations of dissolved or suspended organic or inorganic material. Multispectral satellite imagery can also be used to determine the suspended sediment concentration and, hence, an estimate of the attenuation coefficient.
Early attempts at interpretation of remotely sensed images were highly qualitative but more recent techniques are quantitative (Clarke and Ewing, 1974; Thorburn, 1974; Gierloff-Emden, 1976). The accuracy of remote sensing techniques is improved by ground truthing, but satisfactory estimates can be obtained in the absence of ground observations. Although remote sensing provides excellent spatial coverage of the parameter, only a very thin surface layer is measured; hence, it is not the best method to determine the vertical extinction coefficient.
.9 0 3d0 0Vd H 101 1: S - NOLLV 1V IA13 N O 5.0 OPERATIONAL FACTORS - FLYING
5.1 INTRODUCTION
For this study, the aircraft is assumed to be a DC-3, which has a range in the order of 3,500 km and requires a take-off runway in the order of 750 m. The aircraft operational data (Table 5.1) are important in defining whether or not a survey can be carried out from a suitable airfield and the length of time available to conduct a field survey from a given landing and refuelling base.
As is the case with the laser operations, some of the parameters are permanent over a period of years, for example, the location of airfields, whereas other elements, such as meteorological parameters may vary seasonally but, nevertheless, are unpredictable over short periods of time (weeks and months). The flying conditions in which the aircraft can act as a suitable vehicle for the laser system are related to the ability to provide (a) location accuracy, (b) a stable platform, and (c) safety for the crew and operators.
5.2 SURVEY LOGISTICS
Take-off and landing requirements for a DC-3 include factors such as runway length, type of runway, and runway condition. Superimposed on these factors are the cruise range of the aircraft, distance to survey area, and the availability of fuel at the airfield. For this study, it was assumed that a minimum time over the survey area would be one hour, with a three-hour travelling time each way (i.e., 850 km each way) from the airfield. In this situation, all areas in Canada's coastal waters could be reached from existing suitable fields. This assessment did not include the availability of fuel at these existing airfields, which may be a limiting factor in arctic regions. It was assumed that fuel for a survey could be 5.2
Table 5.1 Factors That Affect Flight Operations
(a) Survey Logistics
• runway length, runway surface, runway condition • aircraft cruise range (fuel capacity) • distance to survey area • fuel availability • length of daylight
(b) Flight Conditions (aircraft operations, location accuracy and stable platform)
• Visual or Instrument Flight Rules • visibility - fog, low cloud, heavy rain, snow, hail, and white-outs • availability and distance to alternate airfield(s) • turbulence and cross-winds
(c) Flight Safety
• visibility • thunderstorms, heavy turbulence • icing conditions • migrating birds 5.3
arranged. On this assumption distance from the field site was determined not to be a limiting operational factor, although this does affect the amount of time the aircraft can remain in the study area.
5.3 FLIGHT CONDITIONS
Meteorological factors closely affect (i) the ability to accurately locate flight lines, (ii) platform stability, and (iii) flight safety. Surveys would be conducted under VFR (Visual Flight Rules) conditions which vary geographically but usually require a ground visibility of one mile (1.6 km) and a ceiling of 500 feet (150 m). Runway conditions, such as snow or ice, and the availability of alternate landing sites within aircraft range may limit safe operations, particularly in arctic and subarctic regions.
Visibility is a major parameter from the viewpoint of flying operations as this limits survey accuracy in the study area as well as affecting safe flight conditions at the airfield. If unsuitable visibility exists either in the study area or at the airfield, operations would be curtailed. If the aircraft has IFR (Instrument Flight Rules) equipment, this would allow the aircraft to leave and return to an airport if the study area were clear. Factors that affect visibility are fog, low cloud, heavy rain, snow, hail, and white-outs.
Daylight hours, as defined within VFR, exist one half-hour before sunrise and one half-hour after sunset. "Civil Twilight" is accurately defined as ending or beginning when the centre of the sun's disc passes through 6 ° below the horizon. For this study, it was assumed that a minimum of four hours daylight would be required for a survey. On this basis, from graphs that present the Beginning and End of Civil Twilight on the shortest day of the year (21st December), there would be approximately four hours of legal daylight at latitude 70 ° N. Therefore, all areas of Canada have at least four hours of daylight each day of the year and daylight is not a limiting factor, although the quality of the daylight can be affected by meteorological conditions (i.e., visibility). 5.4
An analysis conducted for the southern Beaufort Sea area (Fig.5.1) summarizes the probability of success for aircraft missions in terms of air-to-ground visibility from different altitudes and in terms of Visual Flight Rules at three airfields.
The ability of the aircraft to provide a stable platform for the instruments is affected by strong winds and turbulence. During periods of strong cross-winds it may be difficult or not possible to maintain a required flight track. Available information sources are not adequate to determine turbulence parameters, either in space or time, but thunderstorm frequency data is available (Fig. 5.2) and is included in the regional analysis.
5.4 FLIGHT SAFETY
Flight safety is affected by a number of operational and meteorological parameters. Visibility and the availability of alternate landing areas within range are obvious factors. Others that must be considered include dangerous meteorological conditions such as strong winds, turbulence, or icing conditions, as well as mechanical difficulties related to cold temperatures.
Bird strikes can present a flight hazard at low altitudes. Large flocks of migrating birds, several 100,000's or more, are common in spring and autumn and may extend over several kilometres. Migration routes and timing are reasonably well known and, where applicable, the information is included in the regional analyses.
5.5
100 100
90 90 HIGH.LEVEL MEDIUM.LEVEL 80 OPTICAL OPTICAL RECONNAISSANCE: RECONNAISSANCE:
70 ABOVE CLOUDS SS % 70 BELOW 300 ro. ESS %
60 CCE 60 UCC F SU F S 50 50 TY O I ITY O 40 40 IL
AB 30 30 BABIL
20 PRO 20 PROB
10 10
0 0 Sep Oct Noy Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jut Aug
100 I 1 1 I 1 100
90 90 LOW.LEVEL 80 OPTICAL 80 RECONNAISSANCE: %
70 SS SS % BROW ISO m. 70 CCE CCE 60 60 SU SU 50 50 OF OF TY ITY I 40 40 IL 30 30
20 20 PROBAB PROBABIL
10 10
0 0 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug
100 SACHS HARBOUR
90 . INUVIK ,- - CAPE PARRY 80
cr) to 70
60
50 O
40
.1 30 0 EE 20
10
0 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug
Figure 5.1 Probability of the success of airborne missions
in the southern Beaufort Sea (from Ross et al. . , 1977). ARCTIC OCEAN
NORTH ATLANTIC OCEAN Labrador Sea
J
Figure 5.2 Mean number of days/year with thunderstorm activity.
NO 110110 0 1:11 N1 1:9 6.0 REGIONAL ANALYSIS
6.1 INTRODUCTION
The primary objective of this study is to evaluate how much of Canada's coastal waters could be potentially surveyed by the laser system with present technology. The factors that limit either the operation or accuracy of the equipment are described in Sections 4.0 and 5.0. The parameters have been analyzed in this study initially in terms of the spatial distribution. Secondly, the analysis considered the frequency of the parameter on a monthly basis in order to provide an estimate of the time periods for which the factor could limit laser bathymetry.
6.1.1 Parameters Analyzed
The study was conducted on the basis of available data. For the most part the information sources that were used were summary documents rather than original data sets. For example, meteorological data (wind, fog, precipitation) and ice cover information were obtained from long-term means.
In order to reduce the level of effort, those factors that would permanently limit the use of the system were considered first. These three parameters were:
• water depth <20 m • (mean) sea-ice cover present <11 months/year • survey area <3 hrs flight time from suitable airfield.
The second item resulted in the exclusion from the study of part of the Queen Elizabeth Islands in the Arctic Archipelago. The third parameter was found to be non-limiting. 6.2
For those areas with water depths <20 m and an ice cover of <11 months, the secondary parameters that were evaluated for each of the 54 subdivisions are listed in Table 6.1.
The three primary parameters would limit the implementation of a laser survey at any time of the year for a particular site and are therefore considered to be permanent limitations with present technology. All of the secondary parameters have a temporal component and may, therefore, be limiting for some part of the year.
A focal point of the analysis was to determine not only where the laser bathymetry system could be used, but also when it would not be limited by the various environmental parameters. The presentation of the data is in two forms: maps of the distribution of potentially feasible areas (Section 6.1.2) and tables that define the frequency of occurrence of the secondary parameters (Section 6.1.3).
6.1.2 Spatial Analysis
The detailed parameter analysis was based on a subdivision of Canadian coastal waters into five primary regions (Fig. 6.1): • Pacific Coast • Great Lakes • Atlantic Coast • Hudson Bay/Labrador Coast • Arctic Coasts
Within each region, a further division was developed that enabled a detailed analysis of individual parameters within relatively homogeneous subdivisions. As there exist considerable variations between biologic, geologic, meteorologic, and oceanographic parameters in some regions, this subdivision must be considered to have been subjective and was designed for the purposes of this study alone. In some instances, because of the variations between the environmental parameters, a subdivision was developed simply for convenience rather than because of an environmental boundary. The subdivisions are based, in most cases, on a regional analysis for Canada's Coasts presented by Owens (1977). A total of 54 subdivisions were identified for this analytical phase of the study. 6.3
Table 6.1 Primary and Secondary Parameters that Limit Laser Bathymetry
PARAMETER EQUIPMENT FLIGHT LIMITING LIMITING
PRIMARY (permanent)
Water depth (>20 m) • Ice cover (>11 mo) • Distance from airfield (>3 hr) •
SECONDARY (temporary) •
Biota - bird migration - kelp • - plankton •
Ice-Cover (>1/10)
Precipitation - rain •
- snow
Visibility (<1 km) •
Water Clarity • -1 Wind - calm (<1 m s )
- strong (>10 m s -L ) • - thunderstorms ARCTIC OCEAN
Beaufort Sea Baffin Bay
Foxe Basin
NORTH ATLANTIC CA OCEAN Lahrador HUDSON Sea BA Y
Lawrence
U N T ED STATES
Figure 6.1 Canadian coastal regions. Areas with solid shading are considered to be suitable for laser bathymetry at some time during the year. 6.5
The scale of the available information varied from area to area. For example, water depths were obtained at a scale of 1:250,000 for most of the Pacific Coast area, between 1:400,000 and 1;600,000 in the Great Lakes, and between 1:200,000 and 1:350,000 on the Atlantic coast. By contrast, in the Hudson Bay-James Bay and Foxe Basin area, a scale of 1:1,000,000 was used. Most of the Arctic was analyzed from 1:500,000 charts, but, in many sections of this region, the data base is either sparse or absent.
A scale factor for practical field surveys was assumed to be 1 km from the shoreline. Only where the 20-m depth contour was located beyond 1 km was the area mapped. This assumption was made to prevent a bias that would reduce the value of the analysis. All coasts have adjacent water depths less than 20 m, but only where they are sufficiently extensive, in terms of a practical flight pattern, is the area considered feasible as a potential survey site.
The spatial summary is presented on maps, in the text of the following sections and on larger maps that accompany this report, in terms of areas where a laser survey could be conducted for at least some part of the year. These maps essentially define the three primary or permanent limitations (Table 6.1), as well as further identifying those areas where water clarity would limit the laser operation on a year round basis.
6.1.3 Temporal Analysis
An approach was developed by which information could reflect (a) the number of months each year, and (b) the days within each month that the secondary or temporal environmental factors may limit the laser equipment or flight operations.
The approach chosen is essentially a matrix of the parameters and months of the year (Fig.6.2). If the parameter would not be a limiting factor for a particular month then that box is blank. This indicates that, base on a regional survey and'on long-term average data, a field survey 6.6
Region Total nearshore area c 20m depth: km 2 (>1km from shore)
J FMA MJ J A SONO
BIOTA kelp beds plankton bloom
ICE COVER .1/10th (mean)
PRECIPITATION rain snow
VISIBILITY
4 1 k m
WATER CLARITY
WIND < 2 knots
> 20 knots thunderstorms
Other:
LEGEND: PARAMETER FREQUENCY WITHIN THE MONTH:
RELIABILITY: 1-6% 7-33% 34-66% 67%+
Published data 1111 1 II I I I I I I II II I II II III II II IrZeZ/Z,
Extrapolated data IIIIIIIIillllllllillllllllllll //////,
Interpreted data I inimum 11111 I I 1 I I 1.1:////M4 1=11.11.
Not applicable due to ice cover: * * * *
Figure 6.2 Data format for presentation of Secondary Parameters. 6.7
would not be limited by the environmental parameter. Where the box contains one of the four patterns (open : vertical : diagonal : solid) the factor would be likely to limit a field survey for at least one day within that month. The frequencies used are designed to be interpreted as follows:
1 - 6% limiting for 1 to 2 days each month 7 - 33 limiting for 2 to 10 days each month 34 - 66 limiting for 10 to 20 days each month 67+ limiting for >20 days each month
It must be emphasized that the data base is regional in character and uses long-term averages. Thus, in arctic areas, the limits of a sea-ice cover of one-tenth or greater vary considerably between "good" and "bad" ice years. In order to minimize the potential complexities that would have been introduced by the use of extreme maxima and minima, or mean maxima and minima, the information given reflects mean or long-term average conditions. The focus of this study is on the geographic evaluation of the feasibility of the bathymetric survey system rather than on the provision of logistical or environmental data for the planning of a field operation. The use of means and averages is intended to provide an estimate of the presence or absence of a limiting parameter, rather than an accurate prediction of frequency of occurrence.
In areas where an ice cover exists for some part of the year, the mean minimum ice conditions have been used to define the length of the year during which a field survey could be conducted. For the ice-limited period, the parameters have not been plotted, as the assumption is made that no field surveys would be possible during those months.
The results of the analysis of the secondary parameters have been collated on tables for each of the 54 geographical subdivisions. These tables are presented and discussed in the relevant sections of 6.2 through 6.6. 6.8
6.1.4 Reliability of Information and Data Sources
The parameters that were investigated for this study vary considerably in time and space, both at small and large scales. The data base also varies considerably in quality and detail. In some instances, no data are available for a particular parameter or may be available for only part of a year from a once-only survey. In order that reliability of the temporal information could be shown on the tables, the horizontal patterns are bounded by either solid, dash or dot lines that indicate the source of the information (Fig. 6.2).
Published data is that which is available for an area either from long-term data sets or from multi-year surveys. Extrapolated data refers to regions where it was necessary to extend the published data away from the source area. For example, wind data for a particular meteorological station was, for the purposes of this study, considered to be applicable up to a 200 km radius from that station. Data for areas that lie beyond the 200 km radii of stations were extrapolated. Interpreted data refers to areas where little or no published information exists and where it is not possible to extrapolate from adjacent areas. In such cases a judgement was made based upon a knowledge of the area and of environmental processes.
Meteorological and ice-cover information is reliable and sufficiently detailed for most areas. Data on water clarity, the most critical secondary parameter, and on biota are scarce for all regions; and even where information is available, it is usually restricted both geographically and in time.
The following references were the primary data or information sources used for this study: • water depth
published Canadian Hydrographic Survey charts
biota
Bursa (1961a) (1961b) Fish and Johnson (1937) Jamart et al (1977) Parsons et al (1981) Raymont (1963) Shih et al (1971)
• ice cover
Baily and Grainger (1977) Canadian Hydrographic Service (1979) Fenco (1978) Great Lakes Basin Commission (1976) Markham (1980) (1981) Transport Canada (1964) (undated) (undated)
• precipitation
Atmospheric Environment Service (1982a) Canadian Hydrographic Service (1974) (1979) Great Lakes Basin Commission (1976) Kendrew and Kerr (1955) Phillips and McCulloch (1975) Thomson (1981)
• visibility
Canadian Hydrographic Service (1974) (1979) Hemmenick (1971) Phillips and McCulloch (1972) Transport Canada (1970)
• water clarity
Environment Canada (1980) Frederick (1970) Gibbs (1974) Great Lakes Basin Commission (1976) Gregor and Ongley (1978) Manheim and Meade (1970) Fisheries Res. Brd., Canada, 1955-1975
• wind
Atmospheric Environment Service (1982a) Bailey and Grainger (1977) Canadian Hydrographic Service (1974) (1977a) Fenco (1978) Great Lakes Basin Commission (1975) Kendrew and Kerr (1953) Meteorological Branch (1968) Phillips and McCulloch (1972) Richardson and Phillips (1970) Thompson (1981) Transport Canada (1970)
• bird migrations
Energy, Mines and Resources (1982) 1SVO 3 Old 1 0Vd Z •9 6.10
6.2 PACIFIC COAST
6.2.1 Logistics
All coastal areas are within the minimum transit time of three hours to a study area from a suitable airfield, assuming an aircraft fuel capacity of 8 hours plus reserve. Most sections of this region would be within a one to two hour one-way transit from an airfield with fuel supplies.
6.2.2 Physical Geology
The west coast of Canada is part of the Cordilleran mountain system on the leading edge of the North American plate and is characterized by a narrow continental shelf and high backshore relief. The regional physiography of the coastal area has three main units:
• an outer mountain chain, through Vancouver Island and on the west coast of the Queen Charlotte Islands,
• the mainland Coast Mountains,
• a structural depression that separates the two parallel mountain chains which now contains the Strait of Georgia, Queen Charlotte Strait and Hecate Strait water bodies.
Coastal relief is high everywhere except along the Hecate Strait-Georgia Strait depression. In the areas of high relief, fjords are the dominant coastal landform and nearshore slopes are generally steep. In the fjord environments, the only areas of shallow waters are associated with the fjord-head deltas. These many small deltas would have high sediment runoff in spring months and, therefore, turbid nearshore waters.
Two major deltas, the Fraser and Skeena, have extensive shoal areas, but the high year-round sediment concentrations at the mouths of these rivers result in very low water clarity. 6.11
Some lowland areas are found on the east coasts of Vancouver Island and Graham Island. The most extensive nearshore area with depths <20 m is in the region of northeast Graham Island (subdivision 5: Table 6.2) where glacial sediments have been eroded leaving a wide sand-covered shore (Dogfish Bank and McIntyre Bay). Elsewhere, areas with shallow waters are _ scattered and limited in extent (Fig. 6.3).
The total area of the shelf with water depths less than 200 metres 2 2 is in the order of 77,000 km , of which only approximately 11% (8,500 km ) has water depths less than 20 m (Table 6.2). One third of the shallow areas occur within subdivision of northeast Graham Island. The combination of the Queen Charlotte Strait-Hecate Strait subdivision with northeast Graham Island accounts for two thirds of the total shallow areas.
6.2.3 Oceanography
On the exposed coasts, offshore wave heights are greater than 3 m for 30 percent of the time in winter months, but for only 5 percent of the time in summer months. Most of the wave energy on the outer coast is in the form of long-period (up to 15 s) swell waves from the west. In the sheltered coastal waters of Hecate Strait and the Strait of Georgia, waves are generated by local winds that predominantly parallel these water bodies. Again, an increased frequency of winter storms introduces a seasonal variation in wave heights with waves greater than 3 m occurring 10 percent of the time in winter and less than 5 percent of the time in summer. The wave climate along the coastline varies geographically depending upon fetch distances and orientation.
Ice plays a very minor, almost negligible, role in the oceanography of the Canadian Pacific coast. Seawater temperatures are always above freezing, and ice only forms in sheltered inlets where freshwater runoff dilutes the seawater and freezes.
The mean tidal range decreases from approximately 5 m in the northern coastal areas to a minimum of 2 m at Victoria. The tide is semi-diurnal and large tidal ranges are approximately 50 percent greater than the mean ranges. Table 6.2 Pacific Coast - Bathymetric Areas (subdivision boundaries are given on Fig. 6.3)
Subdivision Area with Depths <20 m (km')
1 363 2 671 3 1,136 4 2,436 5 3,075 6 519 7 356
Total 8,556 6.13
ALASKA
0 50 100 150 I■1==i Km
Figure 6.3 Pacific Coast subdivisions. Areas with a solid shading are suitable for laser bathymetry; cross-hatch areas have water depths <20 m but are unsuitable due to poor water clarity. 6.14
The water clarity for the most part is excellent. The clarity is degraded seasonally by plankton blooms, which peak in the early summer, and locally by freshwater runoff, which is high in suspended sediment concentrations. The Fraser (Fig. 6.4) and Skeena Rivers have very large, turbid plumes that affect a large area of the surrounding coastline. Many of the rivers flowing into the heads of the coastal inlets are laden with glacial flour scoured from the glaciated headwaters. Spring freshets, in particular, inject large plumes of relatively fresh, turbid waters into the surrounding coastal areas.
The rocky sections of the coast are frequently characterized by extensive kelp beds. This vegetation is seasonal in nature with growth commencing in March and storms tearing it loose in October- November.
6.2.4 Meteorology
There exists a distinct seasonal variation in wind and precipitation patterns due to the passage of low pressure systems through the region in winter months. Wind velocities and precipitation levels are higher from October to March. Visibility can be a factor on the southern mainland coast in summer and elsewhere during winter months.
Locally, funnelling of winds and turbulence are common on many sections of the coast due to the presence of fjords and to high relief respectively. Thunderstorms are rarely a factor of the local climate and substantially less important than winter cyclonic storms that may pass across the region with a frequency of up to one every three or four days.
Fog is a factor but is not considered of major importance, and it is rare for it to limit flight operations for more then a few days in any month. The frequency of fog is highest in summer and fall months, due to the difference in temperature between land and sea and to the lower wind velocities at those times of the year. 6.15
Figure 6.4 Composite distribution of the Fraser River sediment plume (Duffus, 1979). 6.16
6.2.5 Regional Analysis and Summary of Limiting Factors
The following tables summarize the results of the analysis in terms of the temporal variations in the limiting factors for each of the seven subdivisions of the Pacific Coast region. The spatial distribution of the depths less than 20 m is given on Figure 6.3 and on the 1:1,250,000 map that accompanies this report; the data are summarized in Table 6.2. The only extensive shoal area is the northeast coast of Graham Island. Elsewhere depths less then 20 m tend to be small in area and scattered.
Ice is rarely a factor, but may occur during periods of cold temperatures in sheltered inlets and bays. Much more significant locally are the inputs of suspended sediments to nearshore waters by large rivers and the growth of kelp beds on shallow rocky substrates. Plankton blooms commonly occur during the summer and can significantly affect local water clarity. Virtually all subtidal rocky substrates will have an anchored vegetation cover. Even though the cover may not be continuous it would likely be sufficient to interrupt survey coverage, particularly during summer months.
There are few large rivers due to the small size of most catchment basins; therefore water clarity is generally adequate adjacent to river mouths except during the spring freshet. The exceptions are the Fraser and Skeena Rivers that have high sediment loads. The Fraser, in particular, has an extensive sediment plume that would virtually preclude laser bathymetry in that region.
Flight operations may be limited by winter storms between 10 to 25 days in a month, depending upon the location of the major pressure belts. In winters when the pressure belts are to the south the cyclonic storms pass over the northwest United States. When the pressure belts are in their usual winter position, or to the north, the systems pass directly over the British Columbia shelf and coastal areas. 6.17
In summary the primary features of the analysis for the Pacific Coast are as follows:
• Few extensive areas exist with depths less than 20 m.
• Where these areas occur, operations may be limited due to rooted kelp if the substrate is rocky, and water clarity may be poor adjacent to small rivers during the spring freshet.
• Plankton blooms may be significant locally during summer months.
• The Fraser and Skeena Deltas have a year-round sediment plume that would prevent use of the system in these areas.
• Flying operations would not be limited significantly by meteorological conditions or by bird migrations, although there may exist some local, short-duration limits.
• Ice is not a significant factor in this region. 2 • An estimated 8,500 km in this region have water depths less than 20 m; of this total, approximately 7,800 km' (90%) could be considered suitable for laser bathymetry. 6.18
PACIFIC COAST Region #1 Subdivision
Primary Limiting Factors:
a relatively small area with depths <20 m associated with the Fraser Delta and Boundary Bay.
Secondary Limiting Factors: suspended sediments from Fraser River would limit water clarity year—round in the delta area,
ice insignificant as a limiting factor,
weather conditions may be a partial limiting factor due to winter cyclonic storms or summer thunderstorms,
major winter bird migrations may affect flight conditions, fog could limit flight operation, especially in October.
Data Base and information Gaps:
good distribution and detail of oceanographic/meteorologic data and of water clarity data. - 6.19 Region PACIFIC Total nearshore area .420m depth - 363 km2 #1 ( > 1 km from shore)
JFMA MJ JASOND
BIOTA Ur II 11 iIIMMENNIWZ, kelp beds 1111111111111111ii 4 LIIE Itillililiiiilllii II ..... • .
plankton bloom 111111111 i ■ OM NM MN 1 III
- --1
ICE COVER I . a 1/10th (mean) •
PRECIPITATION rain "40:1YIZZ/4/1111111111111111111 111111111111111111111111111V74VM snow Offig 1111111111
VISIBILITY 4 1 km 11101111111111111 111111111 111111111 111111111W/11111111 111111111
WATER CLARITY
WIND < 2 knots 1111111111111111111111111111 111111111 1111111 ' R1111111 i11111-1111111111
> 20 knots r,r1/4/%721111111111n 71r1117: 77%2//4, thunderstorms
Other: 1E Ii
BIRDS Milii . 101111117111
LEGEND: PARAMETER FREQUENCY WITHIN THE MONTH:
RELIABILITY: 1-6% 7-33% 34-66% 67%+
Published data
Extrapolated data 111111111111111111111111111111/7/ZeZZAIIIIIIIIIIIIIMMI
Interpreted data 1 11111 1111llim inm inntrimm
Not applicable due to ice cover: * * * * 6.20
Region PACIFIC COAST
Subdivision #2
Primary Limiting Factors:
shoal areas are scattered, no large extensive shallow areas.
Secondary Limiting Factors:
kelp and plankton may limit feasibility from May to October,
ice is not significant as a limiting factor, but may occur during cold periods in inlets and bays,
winter cyclonic storms and fog could inhibit flight conditions from September to March,
rivers may have high suspended sediment loads during the period of maximum runoff (spring); this would affect water clarity locally,
water clarity locally poor in spring because of runoff and in summer because of plankton blooms,
bird migrations should be considered as a factor in flight oper- ations from November to March.
Data Base and information Gaps:
good distribution and detail of oceanographic/meteorologic data for this analysis 6.21 Region PACIFIC Total nearshore area c20m depth' 671 km2 #2 ( > 1 km from shore)
JFMA MJ JASOND
BIOTA
f/1//oz/// [ZI I 1 zie Z kelp beds = _2 i IN 1 I ii ■ S l MIN MINIM := • I 1 IN Ma 111•1111 NM NMI MM .IM 2
plankton bloom =1 1 I l . 1 .
11 ...... —
ICE COVER . . a 1 /10th (mean) • ,
PRECIPITATION rain .AellZeZZ,ZZAAA1111111111111111111 snow I111III1 111111111 1= 1= Ii Ii 1m Ii II I.
VISIBILITY I 'I • ■Il SIM ■ IIMMIN I II . I . a ■■■ MIMI :7 RIT17 <1km INM 1
LIIL
WATER CLARITY 1■11111111111 SIM IIMI 1 1 I