# Ocean Exchange Feasibility — Full Calculation

_Last reviewed 2026-07-30. Publisher: David Sherrer._

## Question

Could the Indian River Lagoon's water-quality problems be solved by pumping
more seawater in, or by cutting new inlets — that is, by increasing ocean
exchange rather than reducing nutrient inputs at the source?

## Short answer

No, and this document shows the math openly so any reader can check every
assumption. The energy cost alone runs into the tens to hundreds of millions
of dollars per year, before construction, before permitting, before operations,
before maintenance, and before the ecological consequences of pushing the
lagoon toward a higher-salinity regime that favors Florida red tide.

The natural experiment already exists inside the lagoon. The Indian River
County section already has 2-16 day residence times from Sebastian Inlet and
Fort Pierce Inlet, for free, and it has not fixed the water quality problem
there either.

## Physical parameters

| Parameter | Value | Source |
|---|---|---|
| IRL surface area | 353 sq mi (225,920 acres) | [SJRWMD Fast Facts](https://www.sjrwmd.com/waterways/indian-river-lagoon/facts/); confirmed by [EPA](https://www.epa.gov/sites/default/files/2018-01/documents/58692_an_river_lagoon_an_introduction_to_a_natural_treasure_2007.pdf) and [FDEP](https://floridadep.gov/sites/default/files/Indian-River-Lagoon-AP-System-Management-Plan.pdf) |
| IRL average depth (excluding ICW) | 4.0 ft | Same as above |
| IRL total volume | 903,680 acre-feet (~294 billion gallons) | Calculated: area × depth |
| Northern IRL residence time (50%) | ~107 days | [Phlips et al. 2020 (NOAA repository)](https://repository.library.noaa.gov/view/noaa/37330/noaa_37330_DS1.pdf); Smith 1993; FDEP 2013 |
| Northern IRL full exchange | ~2 years | Same as above; also [FIT Restore Lagoon Inflow Phase 3](https://research.fit.edu/media/site-specific/wwwfitedu/indian-river-lagoon/documents/restore-lagoon-inflow-research/RLI-Phase-3-Final-Summary-Report.pdf) |
| Indian River County section residence time | 2-16 days | [IRC Lagoon Management Plan (Tetra Tech)](https://indianriver.gov/Document%20Center/Services/Natural%20Resources/Lagoon/Lagoon-Management-Plan.pdf), citing Kim 2003 |

## Engineering constants

| Constant | Value | Source |
|---|---|---|
| Energy to lift 1 acre-ft of water 1 ft at 100% efficiency | 1.02 kWh | [UC ANR Pub. 82040](https://ucanr.edu/sites/default/files/2011-03/82040.pdf) |
| Realistic pump-station efficiency | 70% | Standard engineering assumption for low-head, high-volume pump stations |
| Effective head (conservative low estimate) | 10 ft | Assumption; real systems typically operate at 20-40 ft. 10 ft is a floor. |
| Florida commercial electricity rate | ~$0.11/kWh | [US EIA Electric Power Monthly, Table 5.6.A](https://www.eia.gov/electricity/monthly/epm_table_grapher.php?t=epmt_5_6_a); cross-confirmed by [Florida DOR TIP 25B06-01](https://floridarevenue.com/taxes/tips/Documents/TIP_25B06-01.pdf) and [FPL business rate schedule](https://www.fpl.com/content/dam/fplgp/us/en/rates/pdf/bus-eff-jan-2025.pdf) |

## The calculation

To sustain a given water residence time _T_ (days), the lagoon volume must be
exchanged approximately once every _T_ days. So the annual volume to pump is:

    Annual volume = Lagoon volume × (365 / T)

The energy required to pump that volume is:

    Energy (kWh/yr) = (Annual volume in acre-ft) × (Effective head in ft) × 1.02 kWh / pump efficiency

The annual electricity cost is:

    Cost = Energy × $0.11/kWh

## Three scenarios

### Scenario A — Match Indian River County's free exchange (10-day residence)

This is the ambitious target: make the whole IRL flush the way the IRC section
already does naturally. It is what "just add ocean exchange" would actually
mean, if the goal is to move the needle.

- Annual volume: 32.98 million acre-ft/yr
- Daily volume: 29,447 million gallons per day (MGD)
- Flow rate: ~45,561 cubic feet per second (cfs)
- Energy at 10 ft head, 70% eff: 480.6 million kWh/yr
- **Annual electricity cost: $52.9 million/yr at 10 ft effective head**
- **Annual electricity cost: $159 million/yr at 30 ft effective head**

For comparison, 45,561 cfs is roughly one-third the average discharge of
the Mississippi River at Vicksburg. Moving that volume of seawater into a
shallow estuary is a civil engineering project of a scale never attempted in
the Indian River Lagoon.

### Scenario B — Cut northern IRL residence time in half (~50 days)

A moderate target: don't match IRC, just meaningfully improve current
conditions.

- Annual volume: 6.60 million acre-ft/yr
- Daily volume: 5,889 MGD
- Flow rate: 9,112 cfs
- **Annual electricity cost: $10.6M/yr at 10 ft head; $32M/yr at 30 ft head**

### Scenario C — Reduce northern IRL residence time by 30% (~75 days)

A minimal-intervention scenario.

- Annual volume: 4.40 million acre-ft/yr
- Daily volume: 3,926 MGD
- Flow rate: 6,075 cfs
- **Annual electricity cost: $7.0M/yr at 10 ft head; $21M/yr at 30 ft head**

## What these numbers do NOT include

Everything above is only the electricity cost of running the pumps. It excludes:

1. **Capital construction cost.** Pump stations at this scale, plus the intake
   and outfall pipes, plus any new tidal-exchange channels through the barrier
   island, would run to billions of dollars. The C-44 Reservoir project in
   South Florida, for scale reference, cost hundreds of millions of dollars for
   50,600 acre-feet of storage capacity — and that is a still-water reservoir,
   not a high-flow pumping system.
2. **Operations and maintenance.** Typically 3-5% of capital cost per year.
3. **Permitting and environmental review.** A project of this scale would
   require multi-year state and federal environmental review under NEPA, ESA,
   Clean Water Act, and Florida state permitting.
4. **Ecological disruption from salinity change.** Species adapted to the IRL's
   current brackish conditions — seagrasses, oysters, many fish species — would
   experience salinity shifts they are not evolved for.
5. **Increased Florida red tide risk.** Karenia brevis, the organism
   responsible for Florida red tide, has an optimal salinity range of 27-37 PSU
   and is strongly suppressed below salinity 24. Only 3% of positive K. brevis
   samples in Florida's 1954-2002 historical database came from waters below
   salinity 24. Pushing the IRL toward stable higher-salinity conditions moves
   it into K. brevis's preferred range. Sources:
   [Steidinger 2009 (Nova Southeastern archive)](https://nsuworks.nova.edu/cgi/viewcontent.cgi?article=1013&context=hcas_etd_all);
   [Errera et al. and multi-decadal salinity synthesis (USDA repository)](https://www.fs.usda.gov/rm/boise/AWAE/scientists/profiles/Magana/EffectsKbrevis.pdf);
   [Phlips et al. 2020 (NOAA repository)](https://repository.library.noaa.gov/view/noaa/37330/noaa_37330_DS1.pdf);
   [Bugica et al. PLoS ONE 2020 on Nueces Estuary salinity-driven HAB increases](https://pmc.ncbi.nlm.nih.gov/articles/PMC7500669/).

## The natural experiment

If tidal exchange with the ocean were, on its own, a workable solution to the
IRL's water quality problems, we would expect the segments of the lagoon
closest to open ocean inlets to be visibly healthier. They are not.

The Indian River County section of the lagoon has residence times of 2-16
days — comparable to or better than Scenario A above — courtesy of Sebastian
Inlet and Fort Pierce Inlet. Water within a quarter-mile north or south of
those inlets remains chronically impaired. The county's own management plan,
prepared by Tetra Tech, states this directly:

> Seawater exchange does not reduce [nutrient loading].
>
> — [Indian River County Lagoon Management Plan](https://indianriver.gov/Document%20Center/Services/Natural%20Resources/Lagoon/Lagoon-Management-Plan.pdf)

That is not the publisher of this site saying so. That is the engineering
consultant, in a plan commissioned by Indian River County's own government.

## Publisher's position (stated as such)

_This paragraph is labeled explicitly as the publisher's stated position, not
as a neutral fact. It is here because the site's rules require positions to be
disclosed rather than smuggled in._

The solution to pollution is not dilution. It is eliminating the source. The
nutrient loads that drive the IRL's harmful algal blooms, seagrass die-offs,
and fish kills come from wastewater, septic tanks, stormwater, and legacy muck
already on the lagoon bottom. Increased ocean exchange, whether pumped or via
new inlets, is symptom management applied at industrial cost, backed by the
one place inside the same lagoon where the exchange is already free and it has
still not worked. The publisher of this site does not consider it a serious
alternative to the SOIRL program's source-reduction strategy.

## How to check this

Every constant and citation above is public. The full calculation script is at
`/sources/downloads/ocean-exchange-calculation.py` and can be re-run by anyone
with Python.

If you have a source that changes any of the assumptions — a public
engineering study, a real proposed pump-station design, a peer-reviewed
salinity-tolerance study for K. brevis in the northern IRL specifically —
send it via the corrections route and it will be read.
