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Hydrology: An Introduction presents a coherent introduction to the fundamental principles of hydrology, based on the course that Wilfried Brutsaert has taught at Cornell University for the last thirty years. Hydrologic phenomena are dealt with at spatial and temporal scales at which they occur in nature. The physics and mathematics necessary to describe these phenomena are introduced and developed, and readers will require a working knowledge of calculus and basic fluid mechanics. The book will be invaluable as a textbook for entry-level courses in hydrology directed at advanced seniors and graduate students in physical science and engineering. In addition, the book will be more broadly of interest to professional scientists and engineers in hydrology, environmental science, meteorology, agronomy, geology, climatology, oceanology, glaciology and other earth sciences. Emphasis on fundamentalsDrawing upon his broad personal experience and employing both clear prose and revealing illustrations, he discusses and supports the approximations needed to answer quantitative questions. His fine textbook will become the accepted starting point for learning this branch of geophysics.'. John Selker, Professor of Bioengineering, Oregon State University 'Hydrology: An Introduction is destined to become a classic - and an indispensable resource for students of hydrology. Building from a foundation of fluid mechanics in the environment, Wilfried Brutsaert clearly and eloquently presents the essentials of modern hydrology. This book takes an original, lucid approach to this important subject matter, injecting a much-needed breath of fresh air into the study of fundamental hydrologic phenomena. This is necessary reading, both as a comprehensive and authoritative introduction to hydrology, and also as a brilliant exposition that captures the author's excitement and appreciation of the subject.'. I highly recommend it as an engineering classroom text and also as an addition to the libraries of practicing hydrologists.'. International Journal of Geoscience 'Throughout, the main subject matter is represented in regular type and more advanced material in small type with a grey rule in the left hand margin. Open University Geological Society Journal See more reviews Groundwater outflow and base flow 11. Streamflow generation: mechanisms and parameterization 12. Streamflow response at the catchment scale 13. Elements of frequency analysis in hydrology 14. Afterword - a short historical sketch of theories about the water circulation on earth Appendix. Look Inside Table of Contents (86 KB) Index (123 KB) Copyright Information Page (72 KB) Front Matter (158 KB) Marketing Excerpt (198 KB) Access to locked resources is granted exclusively by Cambridge University Press to lecturers whose faculty status has been verified. To gain access to locked resources, lecturers shouldOther lecturers may wish to use locked resources for assessment purposes and their usefulness is undermined when the source files (for example, solution manuals or test banks) are shared online or via social networks.Lecturers are permitted to view, print or download these resources for use in their teaching, but may not change them or use them for commercial gain.In a long and prestigious career in the research and teaching of hydrology, Professor Brutsaert has received many awards and honors, including the Hydrological Award and Robert E. Horton Award, American Geophysical Union; President of the Hydrology Section, American Geophysical Union; Fellow of the American Geophysical Union and American Meteorological Society; the Ray K. Linsley Award, American Institute of Hydrology; Walter B. Langbein Lecturer, American Geophysical Union; the International Award, Japan Society of Hydrology and Water Resources; and the Jule G. Charney Award, American Meteorological Society. He is a member of the National Academy of Engineering and has published two previous books: Evaporation into the Atmosphere: Theory, History and Applications (1982) and Gas Transfer at Water Surfaces (with G. H. Jirka, 1984). He has authored and co-authored more than 170 journal articles. In 2015, he received the prestigious William Bowie Medal from the American Geophysical Union. Create an account now. If you are having problems accessing these resources please emailYour eBook purchase and download will be. RTI and the RTI logo are U.S. registered trademarks of Research Triangle Institute. By and clicking “accept” on this website, you opt in and you agree to the use of cookies. If you would like to know more about how RTI uses cookies and how to manage them please view our Privacy Policy here. You can “opt out” or change your mind by visiting. Click “accept” to agree. The extent of public interest may also guide the applicant in determining the level of detail necessary. If there are potential impacts, applicants must file information about the Indigenous communities affected, the concerns they have raised, how the applicant will address the concerns and identify any outstanding concerns. The level of detail provided should reflect the nature and extent of the impacts, the nature of the rights or interests affected and the degree of concern expressed by Indigenous peoples. If there are potential impacts, applicants must file information about how such groups were identified, the engagement methods employed to facilitate their involvement, as well as the concerns raised and how they will be addressed. The amount of detail and depth of all information should be commensurate with the scale and scope of the project, including its potential effects, and the degree of concern expressed. Projects that are smaller in scale, or have the potential for limited, low magnitude effects may not require highly detailed information. This is typically reflected through the following: Applicants must consider the extent to which detailed maps, survey and trend data, or diagrams or figures relating to specific areas of biophysical or socio-economic elements of interest or concern may enhance the assessment. The number and nature of biophysical and socio-economic elements considered within an ESA, and the supporting level of detail necessary, will vary depending on the setting and issues raised about the project. Where circumstances described in Table A-1 exist, Table A-2 and Table A-3 describe the specific details to include in the assessment. This section addresses the climate change commitments, while environmental obligations are addressed below. Among the factors to consider are: This section addresses environmental obligations, while climate change commitments are addressed above. The IAAC has developed guidance related to the assessment of Canada’s environmental obligations. Any future iterations of that guidance may influence future filing requirements for CER Act project applications. Among the factors to consider are: This baseline information provides a backdrop against which a project’s effects are assessed, including the cumulative effects of a project. The applicant is not expected to provide extensive descriptions of features of the environment or socio-economic components that would clearly not be impacted by a proposed project. Include a map at an appropriate scale and describe: This may be particularly relevant for assessing cumulative effects or identifying a baseline for reclamation goals (e.g., for restoring native vegetation). Where circumstances require more detailed information in an ESA, see: If the season for a particular survey was not optimal, discuss the limitations of survey results or indicate when and how additional surveys will be conducted. Table A-2 and Table A-3 describe the specific details that should be included. Further, a clear and defensible explanation should be provided as to why any element in Table A-1 is not addressed. Among the factors to consider are: Footnote 5 That guidance may influence future filing requirements for CER Act project applications and assessments by the Commission. Individual and social identity factors can include sex, gender, religion, race, social position, income, age, ability, and education.Applicants must identify valued components for which effects are predicted and explain why and how the valued components were identified. Also include effects the environment could have on the project. Instead, provide a sufficient description of the project or setting to demonstrate why no interactions are predicted. Valued components could be the broad elements described in Table A-1, Table A-2 and Table A-3 or a representative subset of those elements. The valued components selected must: This area could include a population boundary, home range, airshed, watershed, Indigenous traditional land and resource use areas, or municipal or regional planning districts; Where there are no management objectives or thresholds, include information on the current state of knowledge on the valued component. After a review of the available literature, if the state of knowledge is incomplete or there is substantial uncertainty, identify any information gaps, and indicate if and how they will be filled. Where uncertainty exists about the project effects on a valued component, describe how the inspection and monitoring program will reduce the uncertainty. In the event an accident or malfunction does occur, the CER will hold its regulated companies accountable for an appropriate response under their Emergency Management Program. This program is required by s. 32 of the OPR (see also s. 3.3). Multi-hazard emergencies, such as an earthquake, may cause pipeline breaks, fires and explosions, which result in injury and further property damage. As appropriate, information should include a description of how: If a formal risk assessment was used, it should be described; Pipeline deactivation and decommissioning activities may also be subject to regulatory provisions within the OPR (Refer to Guide G for Deactivation and Guide K for Decommissioning). Applicants must consult those regulations and associated guidance notes as appropriate. A separate environmental and socio-economic assessment, specific to decommissioning or abandonment activities, will be required in the future when the facilities are ready to be decommissioned or abandoned. However, an applicant is still required to provide a preliminary abandonment plan as part of its ESA to support its estimates of funds required by the CER to be set aside during the life of the pipeline for abandonment. Where site-specific situations require special methodology then details should be provided; Please contact the CER for filing requirements for proposed contact with, alteration or removal of an abandoned pipeline. Ensure that referenced manuals are current and filed with the CER. Explain any mitigation recommendations not adopted and provide alternative approaches, as appropriate. An EPP might be simple and concise for smaller, less complex projects but for certain projects (see guidance below), the Commission may require a comprehensive EPP. An EPP must include all environmental commitments specific to the project and include or cross-reference other plans and programs relied on. Describe any plans or programs that may be used to mitigate potential effects (e.g., waste management plans, invasive species plans, horizontal directional drill contingency plans, heritage resource discovery contingency plans, etc.). For these cases, the ESA must describe: This may be demonstrated in the application’s discussion of alternatives (see sections 4.2.2 and A.2.3) by: Applicants should consider construction methods that minimize environmental and socio-economic effects while allowing for safe and efficient installation of a pipeline. For example, low impact pipelining uses a narrower strip of land to excavate the trench, install the pipe, compact the subsoil and replace the topsoil all in one continuous operation. This method has been effective in minimizing adverse impact on agricultural land, forested land and sensitive habitats, such as native prairie. When using this method, topsoil disturbance is reduced, with stripping just slightly wider than the trench. Once the pipeline is lowered into place, the subsoil is returned to the trench and mechanically compacted in layers. The topsoil is then replaced over the levelled trench and land is immediately available for production.