Consider a stormwater retention pond that has no outflow. The pond is initially filled with pristine rainwater to a volume of 35 m³, and it loses water at a rate of 55 L/day due to evaporation. Over a period of two weeks, the pond receives an inflow of 650 L/day of drainage water from a nearby construction project. The construction drainage is contaminated with road salt to a concentration of 250 mg/L salt. Assume that salt is a conservative substance and does not precipitate out of solution. a. Construct a mass balance on flow. Define an initial condition for flow in the pond. Use the initial condition to solve the volume mass balance. Express volume in the pond as a function of time (V(t)). b. Construct a mass balance on salt. Substitute the expression for volume as a function of time into the salt mass balance. Express the change in salt concentration with time as a function of time (dC/dt). c. What is the rate of change (mg/(L-day)) of the salt concentration in the pond at 14 days after the start of the construction drainage inflow?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider a stormwater retention pond that has no outflow. The pond is initially filled with
pristine rainwater to a volume of 35 m³, and it loses water at a rate of 55 L/day due to
evaporation. Over a period of two weeks, the pond receives an inflow of 650 L/day of
drainage water from a nearby construction project. The construction drainage is
contaminated with road salt to a concentration of 250 mg/L salt. Assume that salt is a
conservative substance and does not precipitate out of solution.
a. Construct a mass balance on flow. Define an initial condition for flow in the pond. Use
the initial condition to solve the volume mass balance. Express volume in the pond as a
function of time (V(t)).
b. Construct a mass balance on salt. Substitute the expression for volume as a function of
time into the salt mass balance. Express the change in salt concentration with time as a
function of time (dC/dt).
c. What is the rate of change (mg/(L-day)) of the salt concentration in the pond at 14 days
after the start of the construction drainage inflow?
Transcribed Image Text:Consider a stormwater retention pond that has no outflow. The pond is initially filled with pristine rainwater to a volume of 35 m³, and it loses water at a rate of 55 L/day due to evaporation. Over a period of two weeks, the pond receives an inflow of 650 L/day of drainage water from a nearby construction project. The construction drainage is contaminated with road salt to a concentration of 250 mg/L salt. Assume that salt is a conservative substance and does not precipitate out of solution. a. Construct a mass balance on flow. Define an initial condition for flow in the pond. Use the initial condition to solve the volume mass balance. Express volume in the pond as a function of time (V(t)). b. Construct a mass balance on salt. Substitute the expression for volume as a function of time into the salt mass balance. Express the change in salt concentration with time as a function of time (dC/dt). c. What is the rate of change (mg/(L-day)) of the salt concentration in the pond at 14 days after the start of the construction drainage inflow?
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