Download or read book Quantification of Hydrologic Processes and Assessment of Rainfall runoff Models in Miami Dade County Florida written by David A. Chin and published by . This book was released on 2005 with total page 112 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Selected Water Resources Abstracts written by and published by . This book was released on 1991 with total page 962 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Parameterization of Hydrologic Processes in Rainfall runoff Modelling written by Oliver Horvát and published by . This book was released on 2009 with total page 149 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Selected Water Resources Abstracts written by and published by . This book was released on 1989 with total page 1310 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Calibration of a Distributed Routing Rainfall runoff Model at Four Urban Sites Near Miami Florida written by W. Harry Doyle and published by . This book was released on 1980 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Rainfall runoff modeling in humid shallow water table environments electronic resource written by and published by . This book was released on 2001 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Text (Electronic thesis) in PDF format.

Download or read book Stochastic Integral Equations and Rainfall Runoff Models written by Theodore V. Hromadka II and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 401 pages. Available in PDF, EPUB and Kindle. Book excerpt: The subject of rainfall-runoff modeling involves a wide spectrum of topics. Fundamental to each topic is the problem of accurately computing runoff at a point given rainfall data at another point. The fact that there is currently no one universally accepted approach to computing runoff, given rainfall data, indicates that a purely deter ministic solution to the problem has not yet been found. The technology employed in the modern rainfall-runoff models has evolved substantially over the last two decades, with computer models becoming increasingly more complex in their detail of describing the hydrologic and hydraulic processes which occur in the catchment. But despite the advances in including this additional detail, the level of error in runoff estimates (given rainfall) does not seem to be significantly changed with increasing model complexity; in fact it is not uncommon for the model's level of accuracy to deteriorate with increasing complexity. In a latter section of this chapter, a literature review of the state-of-the-art in rainfall-runoff modeling is compiled which includes many of the concerns noted by rainfall-runoff modelers. The review indicates that there is still no deterministic solution to the rainfall-runoff modeling problem, and that the error in runoff estimates produced from rainfall-runoff models is of such magnitude that they should not be simply ignored.

Download or read book Groundwater surface Water Interaction Along the C 2 Canal Miami Dade County Florida written by and published by . This book was released on 2008 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The South Florida Water Management District (SFWMD or District) Water Supply Department participated in this project to support the SFWMD Hydrologic & Environmental Systems Modeling (HESM) Department, and to help quantify the interaction between surface water and groundwater near the C-2 Canal in Miami-Dade County, Florida. The HESM Department requested field measurements along the C-2 Canal near the Southwest, Alexander Orr, and Snapper Creek wellfields to improve the calibration of the SFWMM and the NSM in Miami-Dade County. The investigation focused on trying to quantify the freshwater flow to Biscayne Bay that is being intercepted in the C-2 Canal by pumping from the Snapper Creek, Alexander Orr, and Southwest wellfields. The investigation combined data from different sources to help meet its goals: groundwater levels, surface water levels, wellfield withdrawal data, and stream gauging data.

Download or read book Hydrologic Systems Rainfall runoff modeling written by Vijay P. Singh and published by . This book was released on 1988 with total page 504 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Rainfall runoff Modelling with the AWBM written by Walter C. Boughton and published by . This book was released on 2010 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Fundamentals of Urban Runoff Management written by Earl Shaver and published by . This book was released on 2007 with total page 327 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Assessing the Response of the Biscayne Aquifer Underlying Miami Dade County to Climate Change and Sea Level Rise written by Mohammad Sadeq Ahmadi and published by . This book was released on 2022 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Florida is more at risk of sea level rise (SLR) and climate change compared with any other state in the United States. Due to its heavily populated coastal districts, moderately sloping low-lying geography, and strategic economic significance, Miami-Dade County, located in the southeast of Florida, is especially susceptible to SLR and climate change. Miami, which is the county's main metropolis, is frequently listed as one of the most susceptible and prone cities in the world to marine and groundwater flooding. Biscayne aquifer, the extremely pervious and porous (mostly limestone), is overlaid by Miami-Dade County which serves as the principal supply of drinkable water in the area. Thus, it is vital to evaluate the potential impacts of climate change and SLR on the aquifer. This work aimed to assess the response of the Biscayne aquifer to climate change and SLR. An existing coupled groundwater and surface water model has been used for this purpose. The model was built utilizing current hydraulic and hydrogeological data as well as an estimate of where the freshwater and seawater interface is located. The model is based on the MODFLOW-NWT. The projected rainfall values derived from the coupled model intercomparison project phase 6 (CMIP6) and SLR values from the literature were introduced in the model. The model does not have a user interface and this python programming and geographical information system (GIS) tools were utilized to process and present the input and output data. The findings reveal the impacts of climate change and SLR are marine and groundwater flooding and saltwater intrusion. The seawater will flood about 1241 km2 of coastal areas nearly 42 percent of onshore areas in 2069 under worst scenario due to SLR combined with low topography. Due to the high-water table brought on by SLR, roughly 2082 km2 the area is also vulnerable to groundwater floods. Although it is anticipated that water consumption would rise due to population expansion, saltwater intrusion limits the amount of freshwater that is available, making it unpredictable when households will have access to water. Therefore, while developing policies and plans for the county, policymakers and planners must consider the dangers brought on by SLR and climate change.

Download or read book Water Management Issues Affecting the C 111 Basin Dade County Florida written by Wendy Dimbero Graham and published by . This book was released on 1997 with total page 156 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Water Resources Research Catalog written by and published by . This book was released on 1974 with total page 620 pages. Available in PDF, EPUB and Kindle. Book excerpt: Beginning with vol. 9, only new and continuing but modified projects are listed. Vols. 8- should be kept as a record of continuing but unchanged projects.

Download or read book Watershed Hydrology written by Vijay P. Singh and published by Allied Publishers. This book was released on 2003 with total page 588 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Calibration of a Distributed Routing Rainfall runoff Model at Four Urban Sites Near Miami Florida written by W. Harry Doyle and published by . This book was released on 1980 with total page 87 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Comparison of Hydrologic Model Performance Statistics Using Thiessen Polygon Rain Gauge and Nexrad Precipitation Input Methods at Different Watershed Spatial Scales and Rainfall Return Frequencies written by Amanda E. Tancreto and published by . This book was released on 2015 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: As hydrological computer modeling software continues to increase in complexity, the need for further understanding of the value of different model input datasets becomes apparent. Frequently used precipitation model input include rain gauge data and next-generation radar-based (NEXRAD) rainfall data. Rain gauge data are usually interpolated across a model domain using various methods including the Thiessen Polygon methodology, which may be data-sparse in some areas and overly data-dense in others. However, rain gauge data are generally very easy to use in hydrologic model development, often requiring little to no data processing. NEXRAD data have the potential to improve hydrologic runoff estimates due to the increased spatial resolution of the data: but has its own issues regarding accuracy, false precipitation indications, and difficulties due to data processing. Previous studies have investigated the value of NEXRAD input versus traditional rain gauge data inputs for hydrologic studies; however, results are inconclusive as to which precipitation source provides more accurate results. Limited work has been done to compare the value of these datasets at multiple spatial scales, especially in Florida, a study area dominated by low topographic drive and sub-tropical weather. In addition, little to no research has been done regarding the value of NEXRAD versus rain gauge data inputs at different rainfall return frequencies. The proposed research will utilize a hydrological rain-runoff model (HEC-HMS) of the Upper St. Johns River Basin, Florida to compare the performance of the two precipitation data input types at various watershed spatial scales and rainfall return frequencies. Statistical analysis of the hydrological model "goodness-of-fit" results will be utilized to assess the watershed scaling and rainfall frequency requirements to xii which NEXRAD data provide little to no advantage over standard rain gauges using the Thiessen Polygon method for estimating rainfall totals across a model domain.