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Linear Approximations01:23

Linear Approximations

For a differentiable function of two variables, linear approximation estimates values near a known point by replacing the curved surface with its tangent plane. Consider the function\begin{equation*}f(x,y)=x^2+3y^2\end{equation*}near the point (2, 1). The exact value at this point is f(2, 1) = 22 + 3(1)2 = 4 + 3 = 7.The linear approximation of f(x, y)) near (a, b) is\begin{equation*}L(x,y)=f(a,b)+f_x(a,b)(x-a)+f_y(a,b)(y-b)\end{equation*}First, compute the partial derivatives: fx(x, y) = 2x and...
Design Example: Analyzing Capacity Contours for Flood Risk Assessment01:17

Design Example: Analyzing Capacity Contours for Flood Risk Assessment

Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
Conservation of Mass in Moving, Nondeforming Control Volume01:14

Conservation of Mass in Moving, Nondeforming Control Volume

Stormwater detention basins are essential in managing runoff during heavy rainfall, particularly in urban areas where impervious surfaces increase the risk of flooding. Understanding the conservation of mass in these systems allows engineers to optimize basin performance, balancing inflow, outflow, and water storage.
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...

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Related Experiment Video

Updated: Jul 5, 2026

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff
08:49

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff

Published on: May 15, 2017

A pollutant removal prediction tool for stormwater derived diffuse pollution.

D Michael Revitt1, Lian Scholes, J Bryan Ellis

  • 1Urban Pollution Research Centre, Middlesex University, Queensway, Enfield, Middlesex EN3 4SA, UK. m.revitt@mdx.ac.uk

Water Science and Technology : a Journal of the International Association on Water Pollution Research
|May 13, 2008
PubMed
Summary

This study ranks 15 structural Best Management Practices (BMPs) for stormwater pollutant removal. Infiltration basins and constructed wetlands are most effective, while lagoons and porous asphalt are least effective for treating urban runoff.

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Capturing Flow-weighted Water and Suspended Particulates from Agricultural Canals During Drainage Events

Published on: November 7, 2017

Area of Science:

  • Environmental Engineering
  • Water Quality Management
  • Urban Hydrology

Background:

  • Urban runoff carries pollutants like metals, polyaromatic hydrocarbons, and herbicides.
  • Structural Best Management Practices (BMPs) are crucial for mitigating urban runoff pollution.
  • A clear understanding of BMP pollutant removal efficiency is needed for effective stormwater management.

Purpose of the Study:

  • To develop a methodology for theoretically assessing the pollutant removal efficiency of various structural BMPs.
  • To prioritize 15 different BMPs based on their effectiveness in treating specific stormwater pollutants.
  • To provide guidance to stormwater managers on selecting optimal BMPs for urban runoff treatment.

Main Methods:

  • Development of a theoretical assessment methodology.
  • Evaluation of pollutant removal efficiency for metals, polyaromatic hydrocarbons, and herbicides.
  • Prioritization of 15 structural BMP types based on theoretical performance.

Main Results:

  • Infiltration basins and sub-surface flow constructed wetlands are predicted as the most efficient BMPs for pollutant removal.
  • Lagoons, porous asphalt, and sedimentation tanks are identified as the least effective BMPs for pollutant removal.
  • A prioritized list of BMPs is generated, highlighting top performers for specific pollutant types.

Conclusions:

  • The developed methodology provides a theoretical framework for evaluating BMP effectiveness.
  • Infiltration basins and constructed wetlands offer superior pollutant removal compared to other assessed BMPs.
  • The findings inform stormwater managers about the most effective BMP options for urban runoff pollution control.