HomeMy WebLinkAbout2012 A Comparison of Water Quality - UHH 2012-05123
Estuaries and Coasts
Journal of the Coastal and Estuarine
Research Federation
ISSN 1559-2723
Estuaries and Coasts
DOI 10.1007/s12237-012-9576-x
A Comparison of Water Quality Between
Low- and High-Flow River Conditions in a
Tropical Estuary, Hilo Bay, Hawaii
Tracy N. Wiegner, Lucas H. Mead &
Stephanie L. Molloy
123
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A Comparison of Water Quality Between Low- and High-Flow
River Conditions in a Tropical Estuary, Hilo Bay, Hawaii
Tracy N. Wiegner &Lucas H. Mead &Stephanie L. Molloy
Received: 17 November 2011 /Revised: 17 May 2012 /Accepted: 20 May 2012
#Coastal and Estuarine Research Federation 2012
Abstract Effects of storms on the water quality of Hilo
Bay, Hawaii, were examined by sampling surface waters at
6 stations 10 times during low-flow and 18 times during high-
flow (storms) river conditions. The direction of a storm’s
impact on water quality parameters was consistent among
storms and most stations; however, direction of the impact
varied with the parameter. High river flow conditions in-
creased concentrations of nitrate and decreased those of dis-
solved organic nitrogen (N); effects on ammonium and
particulate N were station specific. Storms also increased
dissolved organic and particulate carbon (C) concentrations.
Dissolved phosphorus(P) concentrationswerenot affected by
highriverflowevents.Dissolvedorganicformsdominatedthe
N, C, and P pools under both low- and high-flow river
conditions. Soil-derived particles and fecal indicator bacteria
increased during storms, while chlorophyll a concentrations
and bacterial cell abundances decreased. Our results suggest
that an increase in storms with global warming could impact
water quality of tropical estuaries.
Keywords Storms .Estuaries .Nutrients .Organicmatter .
Hawaii .Waterquality
Introduction
The number and intensity of storms are predicted to increase
with global warming (Emanuel 2005; Webster et al.2005).
These storms bring heavy precipitation to watersheds causing
flooding and rapid export of large quantities of watershed
materials to coastal waters. Storms can deliver up to 80 % or
more of the annual inputs of nutrients and particulates to
estuaries (Eyre 1995; McKee et al.2000; Wiegner et al.
2009), with some individual events accounting for 50 % of
the annualinputsofthese constituentswithindays(Paerlet al.
2001; Peierls et al.2003). Consequently, these storm inputs
affect chemical and biological parameters in estuaries includ-
ing changes in water quality [nutrients, organic matter, fecal
indicator bacteria (FIB)], dissolved oxygen concentrations,
phytoplankton,zooplankton,fish,andbenthicorganismabun-
dances and community compositions, as well as changes in
prevalence of fish diseases (i.e., Mallin et al.1999; Paerl et al.
2001; Mallin et al.2002; Ringuet and MacKenzie 2005;
Hoover et al.2006). However, an individual storm can affect
different estuaries differentially, and repeated storms to a
particular system each may exert their own effects (Mallin et
al.2002; Paerl et al.2006; Devlin and Schaffelke 2009). As a
result, a large portion of storm research has been more event-
based descriptions (i.e., De Carlo et al.2007), rather than
statisticallyquantitativecomparisons among stormsina given
T. N. Wiegner (*)
Department of Marine Science, University of Hawaii at Hilo, Hilo,
HI 96720, USA
e-mail: wiegner@hawaii.edu
L. H. Mead
Graduate Program of Tropical Conservation Biology and
Environmental Science, University of Hawaii at Hilo, Hilo, HI
96720, USA
S. L. Molloy
Department of Biology, University of Hawaii at Hilo, Hilo, HI
96720, USA
Present Address:
L. H. Mead
University of Hawaii at Hilo Analytical Laboratory, University of
Hawaii at Hilo, Hilo, HI 96720, USA
Present Address:
S. L. Molloy
Department of Biological Sciences, California State University,
East Bay,
Hayward, CA 94542, USA
Estuaries and Coasts
DOI 10.1007/s12237-012-9576-x
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estuary (Peierls et al.2003; Williams et al.2008; Paerl et al.
2009;MeadandWiegner2010).
Most of our knowledge about storm effects on estuaries is
derived from studies of temperate estuaries along the east
coast of the United States and subtropical estuaries along the
east coast of Australia (i.e., Mallin et al.1999; Paerl et al.
2001; Burkholder et al.2004; Eyre and Twigg 1997;Eyreand
Ferguson 2006). Impacts of storms on tropical estuaries are
less well-known, with most research to date focusing on
Kaneohe Bay, Oahu, Hawaii (Ringuet and MacKenzie 2005;
Cox etal.2006;Hooveretal.2006; DeCarloetal.2007),and
a few estuaries in Australia, as well as coastal waters adjacent
to the Great Barrier Reef (i.e., Eyre 1995; Eyre and Balls
1999; Devlin and Brodie 2005; Devlin and Schaffelke 2009;
Brodie et al.2010). In the tropics, seasonal changes in tem-
perature and day length are relatively minor and have little
effect on estuarine dynamics; instead, changes in rainfall are
more important (reviewed inEyreand Balls 1999). Therefore,
storms play a greater role in affecting water quality and
controlling primary and secondary production in tropical es-
tuaries than seasonal climatic changes. In fact, abundance and
diversity of coastal benthic communities are correlated with
seasonal changes in rainfall and associated runoff in tropical
systems (McCarthyetal.2000; Restrepoetal.2006).Tropical
estuaries have been less studied than their temperate and
subtropical counterparts because many of them are located
in developing countries with limited resources; however, the
need to better understand the natural dynamics and impacts of
human activities on tropical coastal waters is imperative as
one-third of the world’s population lives in the tropics, with
mostlivingwithin60kmofthecoastline(Coughanowr 1998).
The following study focused on Hilo Bay, Hawaii, which is
a tropical estuary greatly affected by storm pulses as it drains
the windward sides the Earth’s tallest and most massive moun-
tains, Mauna Kea and Mauna Loa, respectively. The Hilo Bay
watershed has one of the highest precipitation rates on the
Hawaiian Islands and in the USA, with annual rainfall in this
watershed ranging from 50 cm near shore to 600 cm at higher
elevations (Juvik and Juvik 1998). Hence, the amount of fresh-
water entering Hilo Bay from surface flow and groundwater is
greater than any other Hawaiian estuary. Additionally, the high
slope, but relatively small size of Hawaiian watersheds com-
pared to continental ones allows for quick fluvial responses to
storms (Tomlinson and De Carlo 2003). Consequently, water
quality changes in Hilo Bay should be rapid as the largest river
in the state of Hawaii discharges into the bay, which is enclosed
by a 3-km-long breakwater. Hilo Bay is a salt-wedge estuary
that is stratified with a freshwater surface layer existing up to
several kilometers offshore (Dudley and Hallacher 1991).
There is minimal mixing between freshwater and saltwater
layers inside the bay because the breakwater reduces wave
energy,creatingfavorableconditionsforphytoplanktonblooms
and trapping watershed-derived materials. Because of these
characteristics, Hilo Bay is an ideal location to study storm
effects on tropical estuarine water quality.
The questionthatourstudyaddressedwas:howdoeswater
quality in a tropical estuary immediately change following a
storm? This question was addressed by sampling six stations
within Hilo Bay during low and high river flow conditions.
While most studies to date have reported day-to-day or
month-to-month changes in estuarine water quality following
storms(i.e.,Valielaetal.1998;Mallinetal.1999;Ringuetand
MacKenzie 2005; De Carloetal.2007),oursisone of the few
that is statistically quantitative in examining the effects of
multiple storms at multiple stations on estuarine water quality.
To do this and make generalizations about how storms affect
estuarine water quality, we designed our study and analyzed
our data to look for differences in water quality between low
and high river flow conditions. This following paper is one of
three describing storm dynamics in Hilo Bay; the other two
examine the biological response of Hilo Bay to the storm
inputsinmoredetail,specificallywithregardstosurfacewater
metabolismpotential(MeadandWiegner 2010)andfoodweb
dynamics (Atwood et al.2011).
Materials and Methods
Site Description
Hilo Bay is located on the northeast side of Hawaii Island,
Hawaii, USA. Approximately 9 km of the estuary’s perim-
eter is bordered by land, while the outer margin is defined
by a 3-km-long breakwater running east to west with a 1.5-
km-wide opening to the Pacific Ocean (Fig.1). Exchange of
water through breakwater has been documented (M & E
Pacific 1980). The partially enclosed bay has a nearly
6.4 km
2 surface area and ranges in depth from 0 to 15 m.
Hilo Bay’s watershed is the largest in the state of Hawaii
(Juvik and Juvik 1998) and its surface water inputs are
dominated by two rivers, the Wailuku River watershed to
the north and the Wailoa River watershed to the south. The
Wailuku River watershed is the largest watershed in the state
of Hawaii, encompassing 576 km
2 with headwaters starting
near 3,500 m in elevation on the slopes of Mauna Kea. The
Wailoa River watershed encompasses 481 km
2 with head-
waters starting near 762 m in elevation on the slopes of
Mauna Loa. Both the Wailuku and Wailoa Rivers’watersheds
are dominated by grasslands, evergreen forest, and scrub/
shrub lands (average 0 27 %/50 %/13 %); however, the
Wailoa Riverflowsthroughamoreanthropogenicallyimpact-
ed landscape compared to the Wailuku River, where ∼15 % of
its land use within the riparian zone is low- and high-intensity
developed and cultivated lands (Mead and Wiegner 2010).
For this project, six stations were sampled for dissolved
and particulate nutrients, chlorophyll a (Chl a), total bacteria
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cell abundances, and FIB (Fig.1). Four stations were located
inside the bay, two along the Wailuku River plume (S2 and
S3) and two along the Wailoa River plume (S5 and S6). Two
“control”sites were chosen outside of the Hilo Bay breakwa-
ter inareasoutside ofthe directinfluence ofthe tworivers(C1
and C2) and are referred to as the Outer Bay stations in this
paper. River water may, however, indirectly affect these Outer
Bay stations, as the breakwater is permeable (M & E Pacific
1980). Latitude and longitude for all stations were recorded
using a Garmin 2210C GPS receiver to ensure constancy of
station locations among sampling dates.
Sampling Strategy
Water samples were collected from the bay stations 10 times
during low-flow and 18 times during high-flow river (storms)
conditions from January 2007 through February 2008. Low
and high river flow categorization was based on daily dis-
charge fromthe WailukuRiver (USGS station no. 16704000),
as it is the only gauged freshwater source into Hilo Bay. Low-
flow conditions occurred when the Wailuku River’sdischarge
was <2,500 Ls
−1, and high-flow events occurred when it was
>3,500 Ls
−1. This designation was chosen because the lower
perennial portion of the Wailoa River is hydrologically
connected to its upper ephemeral portion when the Wailuku
River’s discharge is >3,500 Ls
−1. The Wailuku River’sdis-
charge generally increases with rainfall and so low-flow con-
ditions occurred during dry periods of low rainfall and high-
flow events occurred during storms (Fig.2).
Sample Collection
Triplicate surface water samples from all stations were col-
lected in a plastic bucket, pre-rinsed with sample water,
poured into 1-L acid-washed high density polyethylene
(HDPE) bottles, and immediately placed on ice during trans-
port to the laboratory. Water samples for FIB analysis were
collectedin sterile containersthatwere immediatelyplacedon
ice during transport to the laboratory. Surface water samples
were collected to assess effects of river flow on estuarine
water quality because river sediments and phytoplankton con-
centrateatthesurfaceduetodensitystratification(Dudleyand
Hallacher 1991). Additionally, temperature, salinity, and dis-
solved oxygen concentration were measured using a multi-
parameter meter (YSI 85) at all stations. Their values are
summarized in Table 1.
Sample Processing
At the laboratory, a known volume of water from the sam-
ples was filtered through pre-combusted (500 °C, 6 h), pre-
weighed, GF/F filters (Whatman) and frozen until analysis
for dissolved nutrients. The filters used here were then dried
to a constant weight at 70 °C for total suspended solids
(TSS), particulate carbon (PC), and particulate nitrogen
(PN) determination. Additionally, a known volume of water
was filtered through another filter which was stored frozen
Fig. 1 Sampling stations in Hilo Bay, Hawaii, USA.S stands for
station and C represents the stations that were used as controls. The
controls were located outside of the breakwater and outside the direct
influence of the Wailoa and Wailuku Rivers
Date2/1/07 3/1/07 4/1/07 6/1/07 7/1/07 8/1/07 10/1/07 11/1/07 12/1/07 2/1/08 1/1/07 5/1/07 9/1/07 1/1/08 Wailuku River Discharge (L s-1)1x103
10x103
100x103
Rainfall (mm)0
50
100
150
200
250
300
Discharge
Rainfall
80-year average discharge
1 2 3
4
**********
Fig. 2 Daily rainfall and discharge from the Wailuku River into Hilo
Bay, Hawaii, USA, during study period. Rainfall data were for the Hilo
International Airport and were obtained from the NOAA National
Climatic Data Center. Discharge data for the Wailuku River were
obtained online for the USGS gauge no. 16704000 and the 80-year
average discharge for the river is shown (1929–2009).Numbers on
figure indicate the four storms sampled for high river flow conditions
(storm 1 0 5 days, storm 2 0 3 days, storm 3 0 5 days, storm 4 0 5 days;
n 0 18 days total).Asterisk indicates days when low river flow con-
ditions were sampled (n 0 10 days)
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in the dark for Chl a analysis. Aliquots of water from each
sample were allowed to reach room temperature, and were
analyzed for pH (Hanna HI 991301) and turbidity (Hach
2100P Turbidimeter).
Analytical Methods
Filtered nutrient samples were analyzed for total dissolved
nitrogen (TDN), nitrate plus nitrite (NO3
−+NO2
−), am-
monium (NH4
+), total dissolved phosphorus (TDP), phos-
phate (PO4
3−), silicic acid (H4SiO4), and dissolved organic
carbon (DOC). NO3
−+NO2
−[USEPA 353.4, detection limit
(d.l.) 0.1 μmolL−1], NH4
+[USGS I-2525, d.l. 1 μmolL−1],
TDP (USGS I-4650-03, d.l. 0.1 μmolL−1), PO4
3−(USEPA
365.5, d.l. 0.1 μmolL−1), and H4SiO4 (USEPA 366, d.l.
5 μ molL−1 ) were analyzed on a Technicon Pulse II
Autoanalyzer. Dissolved organic phosphorus (DOP) was de-
termined from the difference between TDP and PO4
3−.TDN
was analyzed by high-temperature combustion, followed by
chemiluminescent detectionofnitric oxide(ShimadzuTOC-V,
TNM-1, d.l. 5 μmolL−1). Dissolved organic nitrogen (DON)
was determined from the difference between TDN and dis-
solved inorganic nitrogen (DIN 0 NH4
++NO3
−+NO2
−). DOC
was measured by high-temperature combustion (Shimadzu
TOC-V, TNM-1, d.l. 10 μmolL−1) following recommenda-
tions ofSharp et al. (2002).Allnutrientsampleswereanalyzed
within two weeks of collection. Dried filters were reweighed
for TSS determination (APHA et al.1995) and subsequently
analyzed for PC and PN on a CHN analyzer (Costech
Analytical Technologies). All dissolved and particulate nutri-
ent samples were analyzed at the University of Hawaii at Hilo
Analytical Laboratory. Frozenfilters were processed according
to USEPA method 445.0 for Chl a and analyzed on a Turner
10-AU fluorometer. Total bacteria cell abundances were deter-
mined on pre-filtered (0.6-μm; Nucleopore polycarbonate
track-etchmembranes) sub-samples(20 to 60 μL) diluted with
sterile filtered (Nucleopore polycarbonate track-etch mem-
branes) deionized water, stained with three drops of 100 ug
mL−1 4′6-diamidino-phenylindole (DAPI, Sigma-Aldrich) for
three to five min. The sub-samples were then filtered onto
black 0.2-μm filters (Nucleopore polycarbonate track-etch
membranes), which were placed on slides and analyzed using
an Olympus BX51 epifluorescent microscope with an ultravi-
olet filter at 100× magnification (method modified from Porter
and Feig 1980). Ten fields per slide were counted, averaging
(±SE) 61±2 bacteria per sample.
The FIB Enterococci were isolated on mEI agar according
to USEPA Method 1600, incubated at 41 °C, and colony
forming units (CFU) were enumerated after 24 h. Membrane
filters that contained approximately 50 or more CFU were
analyzed for the presence of human-specific genetic markers,
the enterococcal surface protein gene (esp)inEnterococcus
faecium and Enterococcus faecalis using primers specific to
bacteria of human origin (Shankar et al.1999; Scott et al.
2005). Bacterial colonies were removed from the membrane
filters by suspending filters in 10 mL of tryptic soy broth and
incubating for 2 h at 41 °C. DNAwas extracted from 1 mL of
this suspension using the Qiagen QIAamp DNA Mini Kit
according to the manufacturer’s directions (cell lysis through
DNA purification). The forward primer, which is specific for
the E.faecium esp gene, used was: 5′-TAT GAA AGC AAC
AGC ACA AGT T-3′(Scott et al.2005), and the conserved
reverse primer used was: 5′-ACG TCG AAA GTT CGATTT
CC-3′(Hammerum and Jensen 2002). The forward primer,
which is specific for the E.faecium/E.faecalis esp gene, used
Table 1 Average (± SE) values for physiochemical parameters measured in surface waters at six stations in Hilo Bay, Hawaii, USA, during low and
high river flow conditions from 2007 to 2008
River flow Station n Temp. (°C) Salinity pH D.O. (mgL
-1)
Low S2 10 24.92±0.38 27.61±0.91 8.07±0.04 6.25±0.17
S3 10 24.63±0.26 30.40±0.74 8.11±0.03 6.40±0.13
S5 10 25.03±0.40 24.73±1.20 7.90±0.06 6.18±0.20
S6 10 24.57±0.43 26.38±0.49 8.13±0.04 6.41±0.91
C1 10 25.30±0.31 34.12±0.17 8.20±0.02 6.11±0.34
C2 10 24.51±0.54 34.46±0.16 8.17±0.02 5.94±0.12
High S2 17 22.15±0.27 22.05±1.23 8.12±0.04
a 7.06±0.16
S3 18 22.20±0.24 23.61±0.86 8.19±0.03 6.72±0.12
S5 18 22.12±0.20 18.89±0.94 7.85±0.07 6.29±0.10
S6 18 22.04±0.20 21.51±0.95 8.05±0.05 6.63±0.14
C1 8 23.56±0.10 32.78±0.54 8.19±0.05
b 6.03±0.09
C2 8 23.15±0.16 33.20±0.46 8.21±0.04
b 5.94±0.09
Temp. temperature,D.O.dissolved oxygen
a n 0 18
b n 0 10
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was: 5′-TTG CTA ATG CTA GTC CAC GAC C-3′;the
reverse primer sequence used was: 5′-GCG TCA ACA CTT
GCATTG CCG AA-3′(Shankar et al.1999). PCR reactions
contained 1× PCR buffer, 1.5 mmolL
−1 MgCl2,200μmolL−1
of each dNTP, 0.3 μmolL−1 of each primer, 0.5 U of
HotStarTaq DNA polymerase (Qiagen), and 1 μLtemplate
DNA per 20 μL reaction. Amplification was performed with
an initial step at 95 °C for 15 min, followed by 35 cycles of
94 °C 1 min, 58 °C 1 min, 72 °C 1 min, with a final extension
at 72 °C 7 min. PCR products were separated on a 1.5 %
agarose gel stained with GelStar nucleic acid stain
(BioWhittaker) and viewed under ultraviolet light.
Statistical Analyses
As mentioned earlier, three independent water samples were
collected at each station on each sampling date. Daily values
for the three water samples were averaged and the averages
were analyzed statistically. Differences in concentrations for
dissolved nutrients, particulates, and biological parameters, as
well as N, C, and P pools’compositions were examined by
two-way Analysis of Variance (ANOVA) with region
(Wailuku River plume, Wailoa River plume, Outer Bay) and
river flow condition (low- vs. high-flow) as factors. Data that
did not satisfy normality and equal variance requirements for
ANOVAwere transformed [log, natural log, square-root, rank
(Potvin and Roff 1993)] prior to ANOVA analyses or ana-
lyzed using a Kruskal-Wallis test (DON only). Significant
ANOVA results (α 0 0.05) were further analyzed using the
Tukey HSD multiple comparison test. Correlation and linear
regression analyses were also used to examine and determine
relationships among variables. All statistics were run using
Systat® 11. Results from statistical analyses are shown below
in parentheses with p values provided.
Results
Nitrogen
Concentrations of all constituents in the N pool significantly
differed between low- and high-flow river conditions (Fig.3,
Table 2). NO3
−+NO2
−concentrations increased during high
river flow within all regions of Hilo Bay (p <0.001), and
significantly differed among regions (p <0.001), with the
highest concentrations measured within the Wailoa River
plume, followed by the Wailuku River plume, and the Outer
Bay. In contrast to NO3
−+NO2
−, there was a significant inter-
action between river flow condition and region for NH4
+(p 0
0.020), where NH4
+concentrations decreased during high
river flow conditions within the two river plumes and in-
creased in the Outer Bay. PN also had a significant interaction
between river flow conditions and region (p 0 0.018), where
PN increased in the Wailuku River plume during high river
flow conditions, but remained the same within the Wailoa
River plume and Outer Bay. DON concentrations decreased
during high-flow events (p 0 0.032) and significantly varied
among regions (p 0 0.004), with the Outer Bay and Wailuku
River plume having higher concentrations than the Wailoa
River plume (Fig.3, Table 2).
Across most regions sampled in Hilo Bay, the dominant
form of N during both low- and high-flow river conditions
wasDON,comprising(average±SE)53%±3and43%±2of
the N pool, respectively (Table 3). DON’scontributiontothe
N pool also significantly decreased (p <0.001)by ∼10 % from
low- tohigh-flow river conditions and differed among regions
(p <0.001), with DON comprising the greatest percentage of
the N pool within the Outer Bay followed by the Wailuku
River plume, and then the Wailoa River plume (Table 3). The
contribution of NO3
−+NO2
−tothe N pool incontrast to DON
increased by ∼9 % from low- to high-flow river conditions
within all regions (p <0.001) and was highest within the
Wailoa River plume (p <0.001), comprising approximately
50 %±3 of the N (Table 3). For NH4
+, there was a
significant interaction between river flow condition and
region (p 0 0.027), where NH4
+’s contribution to the N
pool increased from low- to high-flow river conditions
within the Wailuku River plume and Outer Bay, and
decreased within the Wailoa River plume (Table 3). In
contrast to the other three N parameters, PN’scontribution
to the N pool in Hilo Bay was not affected by river flow
condition (p 0 0.144), but did differ among regions (p 0
0.006), with PN comprising a much larger percentage of
the N pool within the Wailuku River plume compared to
the Wailoa River plume and Outer Bay (Table 3).
Carbon
DOC and PC concentrations both differed between river flow
conditions (p <0.001) and among regions (p ≤0.003; Fig.3,
Table 2). DOC concentrations increased within the Wailuku
and Wailoa River plumes during storms, but remained fairly
constant between river flow conditions within the Outer Bay
(Fig.3).DOC concentrations were ∼20 μmolL−1 higher with-
in the Wailuku River plume compared to the Wailoa River
plume and Outer Bay regions across river flow conditions
(Fig.3). PC also increased during storms within all three
regionsinHiloBay,withthegreatestincreaseobservedwithin
the Wailuku River plume, where the PC concentration more
than tripled during storms (Fig.3, Table 2). The two river
plumes had PC concentrations two to three times higher than
concentrations measured within the Outer Bay across river
flow conditions (Fig.3, Table 2).
Across all regions sampled in Hilo Bay, the dominant form
of organic C during both low- and high-river flow conditions
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was DOC, comprising 74 %±2 and 66 %±2, respectively
(Table 3).DOC’s contributiontothe organic C pooldecreased
slightly (∼8%;p 0 0.055) from low- to high-flow conditions
andwassimilaramongregions(p 0 0.061;Table 3).Incontrast
to DOC, PC’s contribution to the organic C pool increased
slightly from low- to high-flow (p 0 0.055) and also was sim-
ilar among regions (p 0 0.061; Table 3).
Phosphorus
Of the samples collected during our study, only 22 %, 20 %,
and 7 % had detectable TDP, DOP, and PO4
3−concentrations.
When these constituents were present in detectable concen-
trations, TDP and DOP concentrations were similar between
river flow conditions and among regions, averaging 0.10±
0.02 μmolL−1 and 0.09±0.02 μmolL−1,respectively.PO4
3−
concentrationsweresimilarbetweenriverflowconditions,but
different among regions (p 0 0.025). The only region where
PO4
3−concentrations were detectable was within the Wailoa
River plume. The relative contributions of PO4
3−and DOP to
the TDP pool were similar between river flow conditions (p 0
0.563)andamongregions(p 0 0.483)inHiloBay.Onaverage,
PO4
3−andDOPcontributed11%±0.05and89%±0.05tothe
P pool, respectively.NO3-+NO2- Conc. (µmol L-1)0
2
4
6
8
10
12
14
Low flow
High flow
NH4+ Conc. (µmol L-1)0.0
0.2
0.4
0.6
0.8
DON Conc. (µmol L-1)0
2
4
6
8
10
12
14
16
PN (µmol L-1)0
1
2
3
4
5
6
a b
c d
DOC Conc. (µmol L-1)0
20
40
60
80
100
120
PC Conc. (µmol L-1)0
20
40
60
80
100e f
Pflow < 0.001
Pregion < 0.001
Pflow = 0.026
Pregion = 0.256
Pflow x region = 0.020
Pflow = 0.032
Pregion = 0.004
Pflow = 0.002
Pregion = 0.055
Pflow x region = 0.018
Pflow < 0.001
Pregion = 0.003
Pflow < 0.001
Pregion < 0.001
Wailuku R.
plume
Wailoa R.
plume
Outer Bay Wailuku R.
plume
Wailoa R.
plume
Outer Bay
Fig. 3 Comparison of average(± SE) surface water (a)NO3
−+NO2
−,
(b)NH4
+,(c) dissolved organic nitrogen (DON), (d) particulate nitro-
gen (PN), (e) dissolved organic carbon (DOC), and (f) particulate
carbon (PC) concentrations under low and high river flow conditions
in the three regions examined in Hilo Bay, Hawaii, USA, from 2007 to
2008. Results from two-way ANOVAs and Kruskal-Wallis tests are
shown on figure (α 0 0.05)
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Table 2Average (± SE) nutrient concentrations, total suspended solids, turbidity, chlorophyllavalues, total bacteria cell abundances, andEnterococcuslevels in surface waters at six stations in HiloBay, Hawaii, USA, during low (n010) and high river flow (n018) conditionsRiverflowStation TDN(μmolNL-1)NO3-+NO2-(μmolNL-1)NH4+(μmolNL-1)DON(μmolNL-1)PN(μmolNL-1)DOC(μmolCL-1)PC(μmolCL-1)DOP(μmolPL-1)H4SiO4(μmolSi L-1)TSS(mgL-1)Turb.(NTU)Chla(μgL-1)Bac. Abund.(cells×109L-1)Enterococcus(CFU100 mL-1)aLow S2 13±5 1.2±0.4 0.2±0.1 11±6 2.5±0.3 68±9 24.1±2.3 0.2±0.1 50±7 14.18±2.00 0.86±0.11 0.92±0.18 8.80±2.77 8.50±2.93S3 12±5 3.3±1.6 0.2±0.2 9±5 2.2±0.3 65±9 17.7±2.0 0.1±0.1 61±12 13.24±1.68 0.72±0.09 3.68±1.40 7.01±1.74 4.21±0.99S5 20±4 13.1±2.0 0.2±0.1 7±1 2.8±0.4 46±10 20.7±2.0 0.1±0.1 181±17 11.44±1.90 0.79±0.10 2.46±0.62 6.05±1.50 1.99±0.64S6 15±4 5.4±1.3 0.2±0.2 9±3 3.2±0.7 62±9 21.9±3.3 0.1±0.1 113±8 11.27±1.48 0.74±0.08 5.56±2.37 3.65±1.15 1.62±0.50C1 11±5 0.7±0.3 0.1±0.1 10±5 2.0±0.6 68±10 10.9±1.5 0.1±0.1 11±2 8.28±1.07 0.29±0.05 1.41±0.37 3.99±0.74 18.35±10.43C2 12±5 1.3±0.6 0.1±0.1 10±5 1.9±0.8 66±10 9.4±1.2 0.1±0.1 17±9 6.99±0.86 0.27±0.03 1.02±0.29 4.60±0.77 1.09±0.09High S2 8±0 2.4±0.2 0.1±0.1 5±0 5.5±1.2 100±12 85.5±19.0 0.1±0.1 46±4 28.95±1.94 5.96±1.43 0.13±0.07 4.01±0.57 362.40±81.26S3 8±0 2.7±0.3 0.1±0.1 5±1 3.8±0.7 92±10 53.0±14.0 0.0±0.0 47±4 26.82±2.93 3.93±0.93 0.33±0.14 3.91±0.76 289.48±0.99S5 20±1 14.8±1.5 0.1±0.1 5±1 2.4±0.2 48±7 28.8±3.0 0.1±0.0 173±19 14.69±1.73 2.14±0.31 0.35±0.11 3.96±0.49 208.61±63.82S6 13±1 6.7±0.8 0.2±0.1 6±1 3.1±0.6 82±10 43.0±9.5 0.0±0.0 95±12 21.57±1.77 3.40±0.82 0.30±0.12 3.91±0.46 245.20±67.01C1b8±1 1.5±0.3 0.2±0.2 6±1 1.5±0.3 62±6 19.0±4.8 0.1±0.1 16±3 21.20±1.87 1.28±0.56 0.14±0.07 4.37±0.93 319.09±126.66C2b8±1 1.3±0.2 0.2±0.1 6±1 1.3±0.3 64±8 16.0±4.2 0.0±0.0 13±3 22.77±2.18 1.07±0.47 0.39±0.14 4.48±0.78 140.06±130.81TDP concentrations are not reported here as most TDP was DOP. PO43−concentrations are not reported here as most measurements were below detection limitsTDNtotal dissolved nitrogen,DONdissolved organic nitrogen,PNparticulate nitrogen,DOCdissolved organic carbon,PCparticulate carbon,TSStotal suspended solids,Turb. Turbidity,Chl achlorophylla,Bac. Abund.total bacteria cell abundances,Enteroc.Enterococcus,TDPtotal dissolved phosphorus,DOPdissolved organic phosphorusaLow river flow: S3n04, S4n05, S5n04, S6n03, C1n05, and C2n03. High river flow: S3n010, S4n02, S5n010, S6n010, C1n02, and C2n02bn012Estuaries and Coasts
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Biological Parameters
Chl a significantly differed between river flow conditions (p <
0.001), but was similar among regions in Hilo Bay. Chl a
concentrations were an order of magnitude higher during
low-flow conditions (2.51±0.51 μgL−1)thanduringstorms
(0.27±0.05 μgL−1;Fig.4, Table 2). Likewise, total bacteria
cell abundances decreased from low- (5.89±0.66×
109 cells L
−1) to high-flow river conditions (4.05±0.26×10
9
cellsL−1; Fig.4, Table 2); however, the decrease was not
significant (p 0 0.066). Additionally, total bacterial cell abun-
dances were similar among the regions sampled in Hilo Bay
(p 0 0.455; Fig.4, Table 2). In contrast, FIB Enterococcus
levels significantly increased from low- (8.44±2.2 CFU
100 mL
−1) to high-flow conditions (294.00±44.3 CFU
100 mL
−1;p <0.001; Fig.4,Table2); however, they
were similar among the regions sampled in Hilo Bay
(p 0 0.206). All samples were negative for both human
fecal pollution esp gene markers.
Discussion
Nitrogen
Like in Hilo Bay, elevated NO3
−+NO2
−concentrations in
estuarine waters have been observed following storms in
subtropical and tropical estuaries in Australia, a tropical estu-
ary in Hawaii, and temperate ones along the east coast of the
United States (i.e., Ruzecki et al.1977; Eyre and Balls 1999;
Eyre 2000; Paerl et al.2001; Ringuet and Mackenzie 2005).
Higher NO3
−+NO2
−concentrations in estuaries following
storms generally result from elevated concentrations in rivers
and greater river discharge, and have been attributed to
increased leaching of materials from the watershed and river
channel (Eyre and Twigg 1997). However, in Hilo Bay,
NO3
−+NO2
−concentrations in the Wailuku and Wailoa
Riversduringstormswerenotelevated;infact,concentrations
in these rivers remained relatively constant or were slightly
lower during storms (Wiegner and Mead 2009), a pattern
previously documented for the Wailuku River (Wiegner et
al.2009). In contrast, instantaneous daily NO3
−+NO2
−yields
from these two rivers were greater during storms, especially
fromtheWailukuRiver,wheretheywerealmosttwoordersof
magnitude greater than those under low-flow conditions
(Wiegner and Mead 2009). While increased riverine NO3
−+
NO2
−yields may explain increased concentrations inside the
breakwater, they may not fully explain the ones outside of it.
The breakwater is permeable and it is likely that some of the
riverine NO3
−+NO2
−diffused through to the Outer Bay sta-
tions; however, the river plume itself flowed northwest along
the coastline in the opposite direction of the Outer Bay sta-
tions. This latter observation and the consistent pattern of
increased NO3
−+NO2
−concentrations during high river flow
in all three regions in the bay suggest that NO3
−+NO2
−may
have been produced within Hilo Bay, possibly through nitrifi-
cation immediately following storms. Nitrification within tur-
biditymaximumzones ofnorthernEuropeanestuaries has been
documented (Sebilo et al.2006; Dähnke et al.2008;
Schlarbaum et al.2010) and suggests that this phenomenon
may also occur within turbidity plumes generated from storms.
Changes in NH4
+concentrations following storms have
been consistently measured in estuaries and they have been
observed to both increase and decrease following floods
depending on the system and event (Mallin et al.2002;
Peierls et al.2003; Cox et al.2006; Eyre and Ferguson
2006; De Carlo et al.2007). Increases have been attributed
to release of NH4
+from the decay of organic matter in the
Table 3 Average (± SE) percentage contribution of N (NO3
−+NO2
−,NH4
+, DON, PN) and C (DOC, PC) forms to the total N and C concentrations in
surface waters at six stations in Hilo Bay, Hawaii, USA, during low (n 0 10) and high river flow (n 0 18) conditions
River flow Station %NO3
-+NO2
-%NH4
+%DON %PN %DOC %PC
Low S2 10±3 2±1 63±5 25±4 70±6 30±6
S3 22±9 2±2 52±9 23±5 73±6 27±6
S5 59±7 1±1 25±8 15±3 65±4 36±4
S6 30±7 2±1 44±6 25±6 71±5 29±5
C1 8±3 1±1 71±5 20±5 82±5 18±5
C2 15±6 2±2 64±7 20±6 83±4 17±4
High S2 20±2 1±1 42±4 37±4 59±3 41±3
S3 25±3 1±0 45±4 29±3 67±3 33±3
S5 65±5 0±0 24±5 11±1 59±4 41±4
S6 42±4 1±1 35±3 21±4 67±3 33±3
C1 16±3 1 ±1 66±5 17±3 77±4 23±4
C2 15±1 1±1 69±5 15±3 80±4 20±4
DON dissolved organic nitrogen,PN particulate nitrogen,DOC dissolved organic carbon,PC particulate carbon
Estuaries and Coasts
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water column and benthos (Valiela et al.1998; Peierls et al.
2003) and decreases have been attributed to dilution of point
sources into estuaries (Eyre and Ferguson 2006). There are
currently no point sources of NH4
+in Hilo Bay, so dilution
of a point source does not explain the decreases in NH4
+
following storms. As suggested above, nitrification may
have consumed some of the NH4
+in the water column, as
NO3
−+NO2
−concentrations increased following storms.
In contrast to NH4
+, few studies have measured PN in
estuaries following storms (Cox et al.2006;Eyreand
Ferguson 2006; Devlin and Schaffelke 2009; Brodie et al.
2010). The two previous studies that compared low to high
river flow conditions found that PN decreased in estuaries
immediately following storms (Cox et al.2006; Eyre and
Ferguson 2006). These decreases in PN were attributed to
phytoplankton biomass being diluted by watershed debris or
flushed out of the estuary during storms, as PN was strongly
correlated with Chl a concentrations in these systems
(Cloern 1996; Eyre 2000; Peierls et al.2003; Ferguson et
al.2004; Eyre and Ferguson 2006). In Hilo Bay, this was not
the case, as the response of PN to storms was region-
specific; it significantly increased in the Wailuku River
plume and was unaffected in both the Wailoa River plume
and Outer Bay (Fig.3). Additionally, PN was not correlated
to Chl a under these conditions, but was correlated to
turbidity and PC suggesting PN was a constituent of the
particles being flushed out of the watershed (Fig.5). The C:
N ratio of the particulate matter supports this supposition as
the slope of a linear regression between PC and PN was 16
during storms, a ratio comparable to those found in
Hawaiian soils (Crews et al.1995), and 7 during low river
flow conditions, a ratio indicative of plankton (Redfield et
al.1963; Parsons et al.1961).
Like PN, DON concentrations in estuarine waters follow-
ing storms have been measured in only a few systems, with
a decrease in concentration following storms being the most
common observation (Cox et al.2006; Eyre and Ferguson
2006; De Carlo et al.2007) and contrasting with reported
increases in DOC concentrations (Paerl et al.2001;
Williams et al.2008). Note, however, our study is the first
to measure DON and DOC concentrations simultaneously in
an estuary following a storm. The most likely reason for the
observed decreases in DON relative to DOC in Hilo Bay
during storms is that the majority of water volume in Hilo
Bay during storms was comprised of water from the
Wailuku River which had lower DON and higher DOC
concentrations (Wiegner and Mead 2009). Another possible
explanation for decreases in DON concentration is ammo-
nification of DON and subsequent nitrification of NH4
+
(Kerner and Spitzy 2001; Badr et al.2008), as DON con-
centration decreases in all three regions in Hilo Bay could
account for the observed NO3
−+NO2
−increases.
Of all of the forms of N measured in our study, DON was
the dominant one across most stations sampled in Hilo Bay
during both low- and high-flow river conditions, comprising
53 %±3 and 43 %±2, respectively. However, DON’s con-
tribution to the N pool decreased by ∼10 % from low- to
high-flow conditions and differed among regions.
Differences among the regions in Hilo Bay can in part be
explained by whether a region was directly affected by
groundwater, river discharge, or ocean exchange. TheChl a (µg L-1)0
1
2
3
4
5
6
Total bacteria cell abundance (cells L-1)0
2x109
4x109
6x109
8x109
10x109
a
b
Pflow <0.001
Pregion = 0.104
Pflow = 0.066
Pregion = 0.445
Enterococcus (CFU 100 ml-1)1
10
100
1000 Pflow < 0.001
Pregion = 0.206
c
Wailuku R.
plume
Wailoa R.
plume
Outer Bay
Low flow
High flow
Fig. 4 Comparison of average (± SE) surface water (a) chlorophyll a
(Chl a), (b) total bacteria cell abundance, and (c)Enterococcus values
under high and low river flow conditions in the three regions examined
in Hilo Bay, Hawaii, USA, from 2007 to 2008. Results from two-way
ANOVAs are shown on figure (α 0 0.05)
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Outer Bay directly exchanges with the ocean, whose dom-
inant form of N in the surface waters is DON (reviewed in
Berman and Bronk 2003), whereas the Wailoa River plume
is greatly affected by groundwater draining urban and agri-
cultural lands and whose dominant form of N is NO3
−+
NO2
−. N within in the Wailuku River plume was dominated
by DON; however, its contribution to the N pool was
intermediate between values for the Outer Bay and Wailoa
River plume. Mixing of riverine and ocean water within this
region can explain the pattern as ocean water dominates
during low-flow conditions and Wailuku River waters dom-
inate during storms.
DON is becoming increasingly recognized as an impor-
tant form of N in estuaries as it can comprise 30 up to 80 %
or more of the dissolved N (Berman and Bronk 2003;
Boynton and Kemp 2008), is bioavailable to bacteria and
some phytoplankton (i.e., Bronk and Glibert 1993; Carlsson
et al.1993; Seitzinger and Sanders 1997; Carlsson et al.
1999; Bronk et al.2007), and has been implicated in the
formation of some harmful coastal algal blooms (i.e., Paerl
1988; Granéli et al.1999; Berg et al.1997; Lomas et al.
2001; Glibert et al.2007). However, most of our knowledge
about DON’s importance in estuaries is derived from tem-
perate systems and presently little is known about tropical
estuaries. A recent study in Kaneohe Bay suggests that
distributions of Synechoccus, the dominant phytoplankton,
are affected by DON concentrations (Cox et al.2006).
Findings from previous work in temperate estuaries and
Kaneohe Bay highlight the need for more research on the
role of DON in tropical estuaries.
Carbon
Effects of storms on the organic C pools of estuaries are less
well-known than those on the N pool. In Hilo Bay, storms
increased concentrations of both DOC and PC at all stations,
except within the Outer Bay with regards to DOC, where it
remained fairly constant between river flow conditions.
Similar patterns have been observed in the temperate
Neuse River estuary, North Carolina, where DOC and PC
concentrations doubled following storms from low river
flow values (Paerl et al.2001). Likewise, total organic
carbon (TOC) concentrations increased two to five times
following hurricanes in eastern Florida Bay (Williams et al.
2008). In watersheds with significant forest cover like Hilo
Bay, flushing of the litter and upper soil horizons in the
riparian zone during storms has been linked to increased
riverine DOC concentrations (Hornberger et al.1994; Frank
et al.2000). In more developed watersheds like the Neuse
River, increased loading of organic matter during storms has
been attributed to wastewater treatment plant bypasses,
leakage and runoff from animal waste facilities, cropland
inundation, and flooding of underground storage tanks
(Bales 2003). In Florida Bay, organic matter from the man-
groves was flushed out into the estuary during storms
(Williams et al.2008). Increased PC concentrations in
Chl a (µg L -1)
0.0 0.5 1.0 1.5 2.0 2.5PN (µmol L-1)0
5
10
15
20
25
Turbidity (NTU)
0 5 10 15 20 25PN (µmol L-1)0
5
10
15
20
25
PC (µmol L -1)
0 50 100 150 200 250 300 350PN (µmol L-1)0
5
10
15
20
25
r = -0.177
P = 0.092
a
b r = 0.936
P < 0.001
c r = 0.992
P < 0.001
Fig. 5 Associations of (a) chlorophyll a (Chl a), (b) turbidity, and (c)
particulate carbon (PC) with particulate nitrogen (PN) during high river
flow conditions in Hilo Bay, Hawaii, USA, from 2007 to 2008. Results
from correlations are shown on figure (n 0 92,α 0 0.05)
Estuaries and Coasts
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estuaries during storms are most likely a result of surface
runoff eroding watershed soils. Additionally, the dominant
form of organic C across all stations sampled in Hilo Bay
during both low- and high-flow river conditions was DOC.
The same pattern was observed for the Neuse River estuary
(Paerl et al.2001). The fact that DOC is the dominant form
of organic C may have important implications for the mi-
crobial food web of Hilo Bay, as DOC has been shown to be
an important C source for estuarine bacteria, stimulating
their production, and possibly supporting higher trophic
levels (Hopkinson et al.1998; Moran et al.1999; Wikner
et al.1999). Results from a food web study in Hilo Bay
concurrent with ours suggests that bacteria are an important
link for transferring terrestrial C to higher trophic levels like
micro- and mesozooplankton (Atwood et al.2011), although
this is not necessarily a universal pattern across estuaries
(Sobczak et al.2002).
Phosphorus
The most common form of P measured in estuaries follow-
ing storms is PO4
3−and it has been found to generally
increase with flood waters, except in areas with point source
discharge, where PO4
3−concentrations are diluted (i.e., Eyre
and Twigg 1997; Eyre and Balls 1999; Mallin et al.2002;
Peierls et al.2003; Ringuet and Mackenzie 2005). In con-
trast, almost nothing is known about how storms affect DOP
concentrations in estuaries. In Hilo Bay, TDP was detectable
in only 22 % of the samples collected, was primarily DOP
(89 %±0.05), was detected at similar levels among regions,
and was not affected by storms. In Kaneohe Bay, PO4
3−and
DOP were not consistently affected by storms (Cox et al.
2006; De Carlo et al.2007), and few other studies have
measured the change in these two P forms following storms
(McKee et al.2000). In contrast to DOP, PO4
3−concentra-
tions differed among regions in Hilo Bay and were detected
only within the Wailoa River plume. There are two possible
factors contributing to the detectable PO4
3−concentrations
within the Wailoa River plume. First, there is a higher
percentage of developed (11 %) and agricultural (4 %) lands
within this watershed compared to the Wailuku River wa-
tershed (1 % developed + agriculture), and these land uses
have been shown to contribute substantial amounts of PO4
3−
to rivers and estuaries (Bennett et al.2001; Harrison et al.
2010). Second, PO4
3−may have been released from poten-
tially anoxic sediments within the Wailoa River plume as the
bottom waters in this region had low dissolved oxygen
concentrations (average: 4.52±0.21 mgO2 L−1; Wiegner
and Mead 2009)andPO4
3−sorbed onto iron oxyhdroxides,
a significant component of Hawaiian sediments (Matsusaka
and Sherman 1961), is released when iron in this form is
reduced to a soluble form in anoxic sediments (reviewed in
Ruttenberg 2005).
Biological Parameters
Previous studies have observed washouts of estuarine plank-
ton during storms, resulting in immediate decreases in their
biomass, with the most common parameter documenting
this phenomenon being Chl a (i.e., Flemer et al.1977;
Alpine and Cloern 1992; Eyre 2000; De Carlo et al.2007).
In Hilo Bay, Chl a concentrations decreased immediately
following storms. High discharge from the Wailuku River is
thought to have washed phytoplankton cells out of Hilo Bay,
as the highest discharge measured during our study could
have filled Hilo Bay’s entire water column volume in less
than eight days. It is also likely that any phytoplankton cells
still remaining in Hilo Bay were diluted by the large
amounts of debris discharging from the Wailuku River and
light limited by the amount of particles suspended in the
water column, as TSS and turbidity in Hilo Bay’s surface
waters were two and five times higher during storms, re-
spectively (Table 2). An earlier study also suspected that
Turbidity (NTU)
0 5 10 15 20 25Enterococcus (CFU 100 ml-1)0
200
400
600
800
1000
TSS (mg L-1)
0 102030405060Enterococcus (CFU 100 ml-1)0
200
400
600
800
1000
a
b y = 13.705x - 18.779
R2 = 0.554
P < 0.001
y = 33.091x + 95.398
R2 = 0.525
P < 0.001
Fig. 6 Relationship between Enterococcus levels with (a) turbidity
and (b) total suspended solids (TSS) under high river flow conditions
in Hilo Bay, Hawaii, USA, from 2007 to 2008. Results from regression
analyses are shown on figure (n 0 67,α 0 0.05)
Estuaries and Coasts
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salinity fluctuations in surface waters of Hilo Bay during
and just after storms were too stressful for phytoplankton (M
& E Pacific 1980). High zooplankton grazer abundance can
also decrease Chl a concentrations in estuaries; however, it
is unlikely that high-grazing pressure was responsible for
the low Chl a concentrations in Hilo Bay following storms
as the abundance of other types of plankton (bacteria) were
lower compared to low river flow conditions.
Densities of microbial pathogens and their indicator
organisms in estuarine waters are often measured following
storms and have been shown to increase (Mallin et al.2002;
Burkholder et al.2004; Mallin and Corbett 2006). In com-
parison, measures of total bacteria cell abundance and pro-
duction in estuaries following storms are generally lacking
(Cox et al.2006; Williams et al.2008). In Hilo Bay, total
bacteriacellabundancesdecreasedduringstorms.Thispattern
has also been documented in Kaneohe Bay and Florida Bay
(Cox et al.2006; Williams et al.2008). A previous study in
Hilo Bay found that fecal coliform bacteria and Enterococci
abundances in surface waters were strongly correlated with
rainfalland thatthe highest countswerenearmajor freshwater
sources (Dudley and Hallacher 1991). These two pieces of
information suggest that the larger bacterial community in
Hilo Bay is flushed out and/or diluted with the high river
discharge during storms, but that the floodwaters introduce
bacteria associated with sewage and/or soils into the bay. It is
difficult to determine which of these two sources contribute
Enterococci to Hilo Bay during storms, as these FIB have
been shown to also come from soils in Hawaii and other
tropical areas (Hardina and Fujioka 1991; Fujioka et al.
1999). Therefore, we analyzed for the presence of human-
specific genetic markers in the esp gene in E.faecium and E.
faecalis and found that all storm samples were negative for
thesemarkerssuggestingthatincreasesin Enterococcus levels
duringstormswerefromsoils and not fromsewage orseptage
inputs.Regressionanalysisfurther supportsthat Enterococcus
are associated with soils during storms as they are strongly
predicted by turbidity and TSS (Fig.6).Enterococcus levels
during low-flow conditions were below the sensitivity detec-
tion levels for esp genetic marker detection and so fecal
pollution indicator sources could not be determined during
these conditions.
Implications
With the increased number and intensity of storms predicted
for the Pacific and Atlantic basins with global warming
(Emanuel 2005; Webster 2005), estuarine water quality in
many regions of the world will become more greatly affected
by storms. From these climate predictions, it can be extrapo-
latedthatestuarieswillbemorefrequentlyimpactedbystorms
and that storm effects on water quality will be greater and
longer lasting due to increased storm intensity. This may be
especially true for the windward side of Hawaii Island, where
Hilo Bay is located, and also along the equatorial Pacific and
Atlantic as climate models predict increased precipitation and
storms for these regions with increased global warming (Chu
etal.2010; Xieetal.2010).Additionally,workfromthe Cape
Fear River estuary, North Carolina, documented that water
quality degradation by storms was considerably increased by
human activities in the watershed (Mallin et al.1999).
Therefore, impacts of future storms may be even more devas-
tating to estuarine water quality than anticipated as more
human-derivedpollutantswillbedischargedtocoastalwaters,
especially in areas with increasing populations and develop-
ment like the tropics. Our research in Hilo Bay demonstrates
that storms and watershed land use can affect tropical coastal
water quality and it highlights the need for more research on
the effects of these two factors, as well as their interaction, on
tropical estuarine water quality as more storms and greater
development are predicted for the tropics.
Acknowledgements We are grateful to Lisa Shizuma, Kathy Seiber,
Emily Hart, Randee Tubal, Randi Schneider, Jason Turner, Trisha
Atwood, Melissa Netze, Trisann Bambico, Andrew Fredell, John Co-
ney, Darren Roberts, Amy Dunn, and Chelsie Settlemier for their
assistance in the field and the laboratory. J. Adolf and several anony-
mous reviews provided comments that helped improve this manuscript.
Funding for this project came from Hawaii County Department of
Public Works, the National Science Foundation (NSF) under NSF
Awards: 0237065 and UHH Research Experience for Undergraduates,
a grant and cooperative agreement from the National Oceanic and
Atmospheric Administration (NOAA), Project RIEL-38, which is
sponsored by the University of Hawaii Sea Grant College Program,
School of Ocean and Earth Science and Technology, under Institutional
Grant NA050AR4171048 from NOAA Office of Sea Grant, Depart-
ment of Commerce. The views expressed herein are those of the
authors and do not necessarily reflect the view of NOAA or any of
its sub-agencies.
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