17
ORIGINAL ARTICLE Composition and origin of the sabkha brines, and their environmental impact on infrastructure in Jizan area, Red Sea Coast, Saudi Arabia Mohammed H. Basyoni 1 Mahmoud A. Aref 1,2 Received: 2 March 2015 / Accepted: 8 August 2015 Ó Springer-Verlag Berlin Heidelberg 2015 Abstract The sulfate evaporite minerals (gypsum and anhydrite) and brines of Jizan sabkha cause corrosion of the steel reinforcement and deterioration of the concrete, and consequently hinder the development activity for building new urban communities and industrial zones in Jizan area, Red Sea coastal plain of Saudi Arabia. The sabkha evaporite minerals below the sediment surface are represented by displacive and inclusive growth of lenticular and rosette gypsum, and nodular anhydrite. In small saline pans, halite precipitates form rafts, chevrons and cornets. The salinity (TDS) of the groundwater in the sabkha area is highly vari- able, and ranges from 12,900 to 495,000 mg/l, compared to the average value of the Red Sea water of 40,366 mg/l. The low salinity values of the sabkha brines are most probably caused by localized influx of groundwater of meteoric origin from direct rain fall and/or temporary floods, in addition to seepage of sewage water from septic tanks. The electric conductivity (EC) values range from 20,000 to 199,100 lS/ cm which are conformable to the salinity values of the brine. The dominant cation concentration order in seawater and brines of the sabkha is Na ? [ Mg 2? [ Ca 2? [ K ? , or Na ? [ Mg 2? [ K ? [ Ca 2? . The dominant anion concen- tration order is Cl - [ SO 4 2- [ HCO 3 - . The dominant brine type for most samples is sodium chloride, with variable proportions of the major cations Ca 2? and Mg 2? and the major anion SO 4 2- . Most brine samples indicate their source is of modified marine water having an elevated CaCl 2 con- tent, which may be derived from dissolution of mixed salt from the Miocene salt dome in Jizan area. The chemical composition and origin of the brines, and mineralogy and textures of the evaporite minerals in Jizan sabkha help in understanding the nature of the corrosive factors to the foundations in Jizan area. Keywords Brine chemistry Genesis Gypsum Corrosion Infrastructure Sabkha Saudi Arabia Introduction Sabkhas are ubiquitous geomorphic features in arid and semiarid regions where evapotranspiration potentials are very high and the hydrological inputs are conducive to the development of endoreic (internal) drainage systems (Goudie and Wells 1995; Shaw and Thomas 1997). They represent flat and barren surfaces that are in dynamic equilibrium with eolian deflation and sedimentation con- trolled by local water table level. Major geotechnical and constructional problems, namely, strength loss, differential settlement, concrete deterioration, and steel corrosion may emerge due to the presence of sabkha (Abou Al-Heija and Shehata 1989; Shehata et al. 1990; Youssef et al. 2012; Youssef and Maerz 2013). In addition, salt crystallization usually occurs in the concrete pores above the water table leading to their slow disintegration due to the high crystallization pressure that is enhanced by evaporation (Al-Amoudi and Abduljauwad 1994; Al-Amoudi et al. 1995). There are three different models that explain the sources of the groundwater and solutes in sabkhas. These are the ‘‘seawater flooding’’ model that was proposed by Kinsman (1969), Butler (1969), and Patterson and Kinsman & Mahmoud A. Aref [email protected] 1 Department of Petroleum Geology and Sedimentology, Faculty of Earth Sciences, King Abdulaziz University, Jeddah, Saudi Arabia 2 Geology Department, Faculty of Science, Cairo University, Giza, Egypt 123 Environ Earth Sci (2016)75:105 DOI 10.1007/s12665-015-4913-6

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  • ORIGINAL ARTICLE

    Composition and origin of the sabkha brines, and theirenvironmental impact on infrastructure in Jizan area, Red SeaCoast, Saudi Arabia

    Mohammed H. Basyoni1 • Mahmoud A. Aref1,2

    Received: 2 March 2015 / Accepted: 8 August 2015

    � Springer-Verlag Berlin Heidelberg 2015

    Abstract The sulfate evaporite minerals (gypsum and

    anhydrite) and brines of Jizan sabkha cause corrosion of the

    steel reinforcement and deterioration of the concrete, and

    consequently hinder the development activity for building

    new urban communities and industrial zones in Jizan area,

    Red Sea coastal plain of Saudi Arabia. The sabkha evaporite

    minerals below the sediment surface are represented by

    displacive and inclusive growth of lenticular and rosette

    gypsum, and nodular anhydrite. In small saline pans, halite

    precipitates form rafts, chevrons and cornets. The salinity

    (TDS) of the groundwater in the sabkha area is highly vari-

    able, and ranges from 12,900 to 495,000 mg/l, compared to

    the average value of the Red Sea water of 40,366 mg/l. The

    low salinity values of the sabkha brines are most probably

    caused by localized influx of groundwater of meteoric origin

    from direct rain fall and/or temporary floods, in addition to

    seepage of sewage water from septic tanks. The electric

    conductivity (EC) values range from 20,000 to 199,100 lS/cm which are conformable to the salinity values of the brine.

    The dominant cation concentration order in seawater

    and brines of the sabkha is Na?[Mg2?[Ca2?[K?, orNa?[Mg2?[K?[Ca2?. The dominant anion concen-tration order is Cl-[ SO4

    2-[HCO3-. The dominant brine

    type for most samples is sodium chloride, with variable

    proportions of the major cations Ca2? and Mg2? and the

    major anion SO42-. Most brine samples indicate their source

    is of modified marine water having an elevated CaCl2 con-

    tent, which may be derived from dissolution of mixed salt

    from the Miocene salt dome in Jizan area. The chemical

    composition and origin of the brines, and mineralogy and

    textures of the evaporite minerals in Jizan sabkha help in

    understanding the nature of the corrosive factors to the

    foundations in Jizan area.

    Keywords Brine chemistry � Genesis � Gypsum �Corrosion � Infrastructure � Sabkha � Saudi Arabia

    Introduction

    Sabkhas are ubiquitous geomorphic features in arid and

    semiarid regions where evapotranspiration potentials are

    very high and the hydrological inputs are conducive to the

    development of endoreic (internal) drainage systems

    (Goudie and Wells 1995; Shaw and Thomas 1997). They

    represent flat and barren surfaces that are in dynamic

    equilibrium with eolian deflation and sedimentation con-

    trolled by local water table level. Major geotechnical and

    constructional problems, namely, strength loss, differential

    settlement, concrete deterioration, and steel corrosion may

    emerge due to the presence of sabkha (Abou Al-Heija and

    Shehata 1989; Shehata et al. 1990; Youssef et al. 2012;

    Youssef and Maerz 2013). In addition, salt crystallization

    usually occurs in the concrete pores above the water

    table leading to their slow disintegration due to the high

    crystallization pressure that is enhanced by evaporation

    (Al-Amoudi and Abduljauwad 1994; Al-Amoudi et al.

    1995). There are three different models that explain the

    sources of the groundwater and solutes in sabkhas. These

    are the ‘‘seawater flooding’’ model that was proposed by

    Kinsman (1969), Butler (1969), and Patterson and Kinsman

    & Mahmoud A. [email protected]

    1 Department of Petroleum Geology and Sedimentology,

    Faculty of Earth Sciences, King Abdulaziz University,

    Jeddah, Saudi Arabia

    2 Geology Department, Faculty of Science, Cairo University,

    Giza, Egypt

    123

    Environ Earth Sci (2016) 75:105

    DOI 10.1007/s12665-015-4913-6

  • (1977, 1981). The ‘‘evaporative pumping’’ model was

    proposed by Hsü and Siegenthaler (1969); Hsü and Sch-

    neider (1973), and McKenzie et al. (1980). The recent

    model of ‘‘ascending brine’’ or ‘‘conceptual’’ model was

    proposed by Wood and Sanford (2002), Yechieli and Wood

    (2002), Wood et al. (2005), and Tyler et al. (2006) for the

    recent sabkha and most coastal-sabkha environments. In

    this model, capillary forces bring solutes and water to the

    surface, where the water evaporates and halite and other

    soluble minerals are precipitated. Retrograde minerals,

    sensu Wood et al. (2005), such as gypsum, anhydrite,

    calcite, and dolomite precipitate and accumulate in the

    capillary zone beneath the surface of the coastal sabkha.

    Sabkha sediments in Jizan area have a negative impact

    on infrastructure causing problems to buildings. The degree

    of damage depends on the characteristics of the sabkha, the

    amount of subsidence and the bearing capacity of the

    sabkha (Shabel 2007). In addition, salt domes offer some

    problems related to underground dissolution in the Jizan

    area, especially in the old city of Jizan. These include

    surface collapse, building failure, fractures, tilting, cracked

    roads, undulating ground surface, tilting of posts and

    electricity poles or even damage of the old buildings and

    infrastructure (Erol 1989; Al-Mhaidib 2002; Youssef et al.

    2012; Youssef and Maerz 2013). Most studies carried out

    on Jizan sabkha are related to the geotechnical properties of

    the sabkha soil and the problems related to construction on

    the sabkha (Dhowian et al. 1987; Dhowian 1990; Erol

    1989; Al-Shamrani and Dhowian 1997; Al-Mhaidib 2002;

    Shabel 2007; Youssef et al. 2012; Youssef and Maerz

    2013). Erol and Dhowian (1988) found severe and wide-

    spread damage in the settlements of Jizan city, which is

    related to sinkholes and to linear depressions associated

    with solution channels in the salt dome. The regional

    composition of the sediments in the Jizan sabkha is the

    interest of Al-Shamrani and Dhowian (1995, 1997),

    Youssef et al. (2012), and Youssef and Maerz (2013).

    The objectives of the present paper are: (1) identification

    of the evaporite mineral composition and textures of the

    sabkha sediments, (2) understanding the hydrochemistry,

    brine evolution and genesis of Jizan sabkha, and (3)

    understanding the effect of brine and evaporite minerals to

    building failure in Jizan sabkha. The results can be used to

    interpret the chemistry and source of the brines, formation

    and textures of gypsum, anhydrite and halite in ancient

    sabkha deposits.

    Materials and methods

    The present paper is based on the results of 10 days of field

    work and excavation of several shallow trenches down to

    the groundwater table (36–150 cm in depth) in the area of

    Jizan sabkha. The water and brine samples were taken in

    this area from seawater, groundwater, surface shallow pan

    or surface excavations in Jizan sabkha (Fig. 1; Tables 1, 2).

    During the field work, the salinity, temperature and pH

    value of the brine in trenches dug in the sabkha were

    measured. The salinity was determined by glass hydrom-

    eters taking into account the measuring of standard sea

    water. The hydrometer measures the mass % NaCl in the

    brine up to 250 %. Temperatures were measured at thesurface by mercury thermometer ranging from 0 to 100 �Cin 0.1 �C divisions. The density of the brine samples wasmeasured by using two portable glass hydrometers, the first

    measures density from 1.00 to 1.10 g/cm3, and the second

    measures density from 1.10 to 1.2 g/cm3. The pH value of

    the brine was measured in the field by these portable pH-

    meters. Thirteen (13) samples (10 samples from sabkha

    brines and 3 samples from the Red Sea water) were

    chemically analyzed at the Geochemistry Lab, Saudi

    Geological Survey, following the procedures given by

    Clesceri et al. (1998). The chemical analyses were carried

    out for the major cations Na?, K?, Ca2?, and Mg2? and the

    major anions HCO3-, CO3

    2-, SO42- and Cl-. Total dis-

    solved solids (TDS) were measured by sample evaporation

    techniques. Calcium (Ca2?) and magnesium (Mg2?) are

    determined by compleximetric titration using standard

    EDTA solution. Chloride (Cl-) is determined by titration

    with standard (0.05 N) AgNO3. Bicarbonate ions (HCO3-)

    are determined by titration with standard (0.1 N) HCl.

    Sodium (Na?) and potassium (K?) are measured by flame

    photometry. Sulfate ions (SO42-) are determined colori-

    metrically using spectrophotometer technique. The ana-

    lytical precision of the ions is determined by calculating

    the absolute error in ionic balance in terms of equivalents

    per milligram (meq/l), which is found in all samples within

    a standard limit of ±5 %. All concentration values were

    expressed in milligram per liter (mg/l) unless otherwise

    indicated. The chemical data on the major cations and

    anions were displayed in graphical forms of the Trilinear

    Piper and Sulin diagrams to delineate the composition and

    origin of the brines in the sabkha.

    Previous studies

    In the Red Sea coastal plain of Saudi Arabia, most of the

    hydrochemical works are concerned with coastal pollution

    that resulted from sewage plants and other human inference

    (Turki 2007; Badr et al. 2009; Basaham et al. 2009). Some

    works are concerned also with the hydrochemistry of

    coastal lagoons and supratidal sabkhas in the Red Sea and

    Arabian Gulf coasts (e.g., Bahafzullah et al. 1993; Basyoni

    1997; Basyoni and Mousa 2009; Al-Shaibani 2013; Taj and

    Aref 2015). Bahafzullah et al. (1993) classified the sabkha

    105 Page 2 of 17 Environ Earth Sci (2016) 75:105

    123

  • development around Sulaymaniya lagoon area into four

    stages; these are: (1) incipient; (2) slightly developed; (3)

    moderately developed; and (4) well developed. They found

    that the salinities of the water samples in incipient and

    slightly developed sabkhas are very saline and slightly

    hypersaline waters, whereas the moderately to well-de-

    veloped sabkhas are moderately to highly hypersaline.

    Basyoni (1997) found that the groundwater in Al-Lith

    sabkha is moderately hypersaline and highly hypersaline,

    whereas slightly hypersaline and very saline water exist

    south of Al-Lith sabkha. He found positive correlations

    between TDS, and Na? and CI-. The TDS values, cations

    and anions, except SO42- of the pore water decrease with

    depth. The pH values of the groundwater of Al Lith sabkha

    range from 6.8 to 7.9, in contrast to the 8.0–8.2 pH values

    of the Red Sea water. Serhan and Sabtan (1999) measured a

    salinity range of 55–95 % in the groundwater in Al-Nekhaila sabkha, south Jeddah. This water has a high

    content of sulfate and chloride that cause corrosive action

    on reinforced concrete. Banat et al. (2005) studied

    numerous water samples from coastal sabkhas between

    Jeddah and Yanbu Al-Bahar, Red Sea coast. They assumed

    that the climatic conditions over the Red Sea sabkhas lead

    to the formation of ‘‘ …marine brines of magnesium-sodic

    to chloride type with neutral pH value …’’. Al-Harbi et al.(2008) studied the hydrogeochemical processes and the

    isotopic characteristics of Al-Awshaziyah inland sabkha in

    Al-Qaseem region, central Saudi Arabia, as well as the

    waters from shallow and deep wells. They compared the

    salinity, cations and anions concentrations, and found that

    the water types of the sabkha are sodium-magnesium

    chloride, magnesium-sodium-chloride and sodium-chlo-

    ride, and of meteoric origin. Alsaaran (2008) studied the

    brine chemistry of Jayb Uwayyid sabkha, eastern Saudi

    Arabia, and found that the average total dissolved solids in

    the sabkha brines is 243 %, and the order of cation dom-inance is Na?[Mg2?[Ca2?[K?, and the aniondominance is Cl-[ SO4

    2-[HCO3-. He concluded that

    sabkha brines have evolved from deep groundwater rather

    than from other near surface sources (i.e., direct rainfall,

    runoff from the surroundings, or inflow of shallow

    groundwater). Al-Dakheel et al. (2009) interpreted the

    major hydrodynamic process in Al Asfar Lake, Al Hassa

    area, Saudi Arabia, as possibly due to the upward migration

    of subsurface brines from groundwater by capillary action

    due to evaporation, that precipitate salt on the surface.

    Basyoni and Mousa (2009) interpreted the brines of Murayr

    sabkha, Arabian Gulf as belonging to chloride type (MgCl2

    Quaternary surficial deposits

    Pleistocene basalt

    Mesozoic & Paleozoic sedimentary rocks

    Granite pluton

    Proterozoic rocks

    Hijaz-Asir complex

    0 250 km

    NORTH

    EGYPT

    SUDAN

    SUDI ARABIA

    Jeddah

    Duba

    Jizan

    RED SEA

    RED SEA

    13

    1

    2

    35

    4

    6

    7

    9

    8

    1011

    12

    a

    0 3 km

    RED SEA

    YEMEN

    Jizan b

    SAUDI ARABIA

    Miocene salt dome

    Seawater sample

    Brine sample

    5 Sample number

    Wet mudflat/sandflat

    Dry mudflat/sandflat

    Fig. 1 Surface sediments in Jizan sabkha and geologic setting of Jizan area. (a) Surface sediments and location of seawater and brine samples inJizan sabkha, (b) Geology of Jizan area (After Blank et al. 1986)

    Environ Earth Sci (2016) 75:105 Page 3 of 17 105

    123

  • and CaCl2) that recharged mainly from seepage of recent

    marine water from the Gulf side and from marine and

    meteoric waters reacted with the surrounding carbonates.

    They assumed that the capillary rise of these waters from

    the shallow water table to the surface is a consequence of

    surface evaporation that led to deposition of evaporite

    minerals in the sabkha. Hussein and Loni (2011) studied

    the Jizan thermal springs that flowed through fractures

    within the Precambrian- Cambrian Arabian Shield rocks.

    The thermal springs are characterized by having a lower

    (Cl- ? SO42-)/HCO3

    - ratio (0.38–0.56), higher

    (Na? ? K?)/(Ca2? ? Mg2?) ratio ([4) and Cl-[SO42-.

    Al-Shaibani (2013) estimated the concentrations and total

    masses of magnesium, potassium, calcium, and sodium

    from 20 shallow wells in Jayb Uwayyid sabkha, eastern

    Saudi Arabia. His results showed that Jayb Uwayyid sab-

    kha contains about 1.4, 0.4, 0.9, and 9.9 million metric tons

    of magnesium, potassium, calcium and sodium, respec-

    tively. In the south Jeddah area, Taj and Aref (2015) found

    that the supratidal saline pans increase in salinity from 80

    to 140, and 220–375 % during deposition of gypsum andhalite, respectively. The dominant cations and anions

    concentration order in the saline pans is Na?[Mg2?[ -K?[Ca2?, and Cl-[ SO4

    2-[HCO3-, respectively.

    They indicated that the brines were derived mainly from

    recent and old marine waters of MgCl2 and CaCl2 char-

    acters, with minor contribution of meteoric water.

    Study area

    Geologic setting and location of Jizan sabkha

    Three topographic zones exist in the Jizan area, which run

    for 1800 km parallel to each other in a northwest-southeast

    direction (Blank et al. 1986; Hussein and Loni 2011), these

    are (Fig. 1b): (1) the dissected highland of Hijaz-Asir

    escarpment that forms a narrow belt of strongly eroded

    terrain of Precambrian basement complex; (2) the central

    plateau is a west-east gently sloping peneplain that pene-

    trated by west-east trending wadis which drain the western

    highlands. It consists of the Cambro-Ordovician Wajid

    Sandstone that rests unconformably on peneplain Precam-

    brian basement rocks and below Permian rocks (Powers

    et al. 1966); and (3) the Tihama, low-elevation and gently

    sloping coastal plain that forms a strip of land that consists

    of the Quaternary eolian sands to alluvial terrace deposits.

    A Miocene salt dome forms a prominent high land (\50 m)that intersects the monotonous flat coastal plain area.

    Recent moist, sabkha sediments are widespread near the

    shore of the Red Sea, whereas loess and sand dunes exist in

    the dry land to the east of the coastal plain. The Jizan

    sabkha is present in- and around Jizan city at theTable

    1Concentrationvalues

    ofthemajorcationsandanionsin

    theseaw

    ater

    ofJizanarea

    S.no.

    Unit

    Ca2

    ?Mg2?

    Na?

    K?

    Cl-

    HCO3-

    SO42-

    NH4

    FNO2

    PO4

    TDS

    PH

    Mg/Ca

    Brinetype

    1mg/l

    680.0

    2000.00

    12206.0

    370.0

    19466.0

    125.00

    4000.00

    44.40

    1.96

    0.23

    0.34

    38500

    7.97

    2.94

    Mg,Ca,

    sodium,SO4,chloride

    epm

    33.9

    164.52

    531.0

    9.5

    557.6

    2.05

    83.28

    2.46

    2mg/l

    740.0

    2083.00

    13360.0

    462.5

    21619.0

    129.00

    4400.00

    68.70

    1.38

    0.17

    0.26

    40,700

    8.09

    2.82

    Mg,sodium,SO4,chloride

    epm

    36.9

    171.35

    581.2

    11.8

    609.9

    2.11

    91.61

    3.81

    3mg/l

    824.0

    4000.00

    14727.5

    480.0

    20406.0

    137.00

    4150.00

    6.15

    1.95

    0.06

    0.27

    41,900

    7.52

    4.85

    Ca,

    Mg,sodium,chloride

    epm

    41.1

    329.04

    640.7

    12.3

    575.7

    2.25

    86.40

    0.34

    Maxim

    um

    824

    4000

    14727.5

    480

    21619

    137

    4400

    68.7

    1.96

    0.23

    0.34

    41,900

    8.09

    4.85

    Minim

    um

    680

    2000

    12,206

    370

    19,466

    125

    4000

    6.15

    1.38

    0.06

    0.26

    38,500

    7.52

    2.82

    Average

    748

    2694.3

    13431.1

    437.5

    20,497

    130.3

    4183.3

    39.7

    1.763

    0.15

    0.29

    40366.6

    7.86

    3.53

    Locationofsamplesisin

    Fig.1a

    105 Page 4 of 17 Environ Earth Sci (2016) 75:105

    123

  • Table

    2Concentrationvalues

    ofthemajorcationsandanionsin

    thebrines

    ofJizansabkha

    S.

    no.

    Brinenature

    unit

    Ca2

    ?Mg2?

    Na?

    K?

    Cl-

    HCO3-

    SO42-

    NH4

    FNO2

    PO4

    TDS

    PH

    Mg/

    Ca

    Brinetype

    4Water

    table;depth

    36cm

    mg/l

    3140.0

    1633.00

    3590.0

    168.0

    9527.0

    87.00

    2150.00

    0.41

    1.20

    0.06

    0.30

    17,700

    7.45

    0.52

    Ca,

    Mg,sodium,

    chloride

    epm

    156.7

    134.33

    171.8

    4.3

    268.8

    1.43

    44.76

    0.02

    5Halitepond

    mg/l

    15500.0

    10390.00

    55800.0

    2400.0

    136981.0

    113.00

    1950.00

    177.00

    1.52

    0.66

    8.65

    223,000

    6.63

    0.67

    Mg,sodium,chloride

    epm

    773.5

    854.68

    2427.3

    61.4

    3864.2

    1.85

    40.60

    9.81

    6Water

    table;depth

    150cm

    mg/l

    4800.0

    2340.00

    4998.0

    132.0

    26548.0

    69.00

    2550.00

    135.00

    1.64

    0.19

    1.35

    43,200

    6.91

    0.49

    Mg,Na,

    calcium,

    chloride

    epm

    239.5

    192.49

    217.4

    3.4

    748.9

    1.13

    53.09

    7.48

    7Water

    table;depth

    150cm

    mg/l

    1332.0

    830.00

    2292.0

    520.0

    5367.0

    137.00

    3200.00

    2.50

    1.57

    0.07

    0.28

    12,900

    7.39

    0.62

    Ca,

    Mg,sodium

    chloride

    epm

    66.5

    68.28

    99.7

    13.3

    151.4

    2.25

    66.62

    0.14

    8Artificial

    excavation

    mg/l

    1024.0

    8350.00

    251700.0

    11450.0

    213023.0

    117.00

    8950.00

    174.00

    1.35

    0.98

    0.19

    495,000

    7.15

    8.15

    Mg,sodium,SO4,

    chloride

    epm

    51.1

    686.87

    10949.0

    292.9

    6009.4

    1.92

    186.34

    9.64

    9Water

    table;depth

    120cm

    mg/l

    16500.0

    15500.00

    87900.0

    16050.0

    226789.0

    45.00

    465.00

    72.00

    0.65

    0.58

    1.75

    363,000

    6.01

    0.94

    Ca,Mg,sodium,SO4,

    chloride

    epm

    823.4

    1275.03

    3823.7

    410.6

    6397.7

    0.74

    9.68

    3.99

    10

    Water

    table;depth

    150cm

    mg/l

    6550.0

    5000.00

    176650.0

    617.5

    47440.0

    95.00

    4100.00

    117.00

    0.77

    0.26

    1.08

    67,400

    6.99

    0.76

    Sodium,chloride

    epm

    326.8

    411.30

    7684.3

    15.8

    1338.3

    1.56

    85.36

    6.48

    11

    Water

    table;depth

    70cm

    mg/l

    1112.0

    8800.00

    54300.0

    1650.0

    122748.0

    189.00

    8950.00

    43.00

    2.16

    0.39

    1.80

    200,000

    6.77

    7.90

    Ca,

    Na,

    magnesium

    chloride

    epm

    55.5

    723.89

    2362.1

    42.2

    3462.7

    3.10

    186.34

    2.38

    12

    Artificial

    excavation

    mg/l

    17100.0

    15000.00

    35280.0

    1520.0

    132160.0

    95.00

    2150.00

    132.00

    2.05

    0.19

    0.90

    129,200

    6.60

    0.88

    Mg,sodium

    chloride

    epm

    853.3

    1233.90

    1534.7

    38.9

    3728.2

    1.56

    44.76

    7.31

    13

    Water

    table;depth

    80cm

    mg/l

    18100.0

    15000.00

    27720.0

    1560.0

    123660.0

    86.00

    4150.00

    117.00

    1.55

    0.41

    1.30

    118,400

    6.05

    0.83

    Sodium

    chloride

    epm

    903.2

    1233.90

    1208.8

    39.9

    3488.5

    1.41

    86.40

    6.48

    Maxim

    um

    18,100

    15,500

    251,700

    16,050

    226,789

    189

    8950

    177

    2.16

    0.98

    8.65

    495,000

    7.45

    8.15

    Minim

    um

    1024

    830

    2292

    132

    5367

    45

    465

    0.41

    0.65

    0.06

    0.19

    12,900

    6.01

    0.49

    Average

    8515.8

    8284.3

    70,023

    3606.7

    104,424

    103.3

    3861.5

    96.99

    1.45

    0.38

    1.76

    166,980

    6.795

    2.176

    Locationofsamplesisin

    Fig.1a

    Environ Earth Sci (2016) 75:105 Page 5 of 17 105

    123

  • southwestern sector of Saudi Arabia, between latitudes

    16�480 and 16�580N and longitudes 42�320and 42�380E(Fig. 1a).

    Climate

    The Jizan area has a subtropical desert climate, where

    several ephemeral wadi systems drain to the Red Sea, such

    as Jizan, al Khums, Mais, Bish and others (Abdelrahman

    and Ahmad 1995). Jizan city is characterized by sparse rain

    storms which vary in intensity and duration. The southern

    part of the city is sometimes exposed to the risk of flash

    floods due to the heavy rain intensity, and the wadis flow

    from the east towards west (Elsebaie et al. 2013). Abdel-

    rahman (1997) reported that the average temperature in

    Jizan area is 23 �C, the annual precipitation is 1.3 cm, andthe average relative humidity varies between 45 and 65 %

    in winter, and 25 and 40 % in summer. The mean rate of

    evaporation at Jizan was estimated as 156 cm/year by

    Abdelrahman and Ahmad (1995), and 128.72 cm/year by

    Al-Subhi (2012). The prevailing winds at Jizan blow from

    the west during summer and southwest during winter, with

    wind speeds ranging between 2 and 50 km/h. Elsebaie

    et al. (2013), in their study on the mangroves of Jizan city,

    stated that the average surface temperature of the Red Sea

    water in Jizan area ranges between 26 �C in winter and32 �C in summer. The seawater at the southern part of theJizan area has a lower salinity (36–37 %) than the northern

    part (37–38.5 %).

    Sediment characteristics of the sabkha area

    The coastal plain of Jizan area extends approximately

    10 km inland to the foothills of the Red Sea escarpment,

    and is covered by Quaternary eolian sand, alluvial sand and

    gravel, loess and flood plain silt deposits. The prominent

    elevated relief on the coastal plain is a salt dome at Jizan

    city (Fig. 1a). The recent sediments are represented by

    sabkha deposits on the wet, coastal plain of Jizan area, in

    addition to sand dunes and loess deposits in the dry land.

    The old city of Jizan is situated at an elevated terrain,

    5–50 m (above sea level) underlain by the Miocene salt

    dome covering an area of 4 km2. The salt dome is covered

    by cap rocks of brecciated gypsum, anhydrite, dolomite,

    shale and sandstone layers. Several dissolution sinkholes of

    a diameter\4 m and depth exceeding 6 m are observed onthe floor of the abandoned salt quarries (Fig. 2). Loess

    sediment is distributed over the eastern side of Jizan city.

    Loess form small hills,\5 m in height, and is composed ofwell-sorted, silt to fine sand-sized quartz, feldspar, and

    mica grains. Sand dunes (barchan) and sand sheets form

    most of the eastern part of the coastal plain. Youssef et al.

    (2012) measured the highest point of the barchan dunes as

    about 4 m with a slope angle reaching 40�. The high slopeangle of the dunes may be related to the occurrence of

    efflorescent gypsum and/or halite cements between the

    sand grains at/or near their sediment surface.

    Three areas are distinguished in the sabkha that vary in

    the composition and mechanism of formation of the

    evaporite minerals, and the nature and depth of the brine

    that precipitates the evaporite minerals; these are the halite

    pan, wet sabkha, and dry sabkha. Few, small halite pans

    (\25 m2 in diameter, and 20–50 cm deep) exist in thelowest topographic depressions in the sabkha (Fig. 3a).

    They are filled with high salinity brine ([250 %, anddensity 1.26 g/cm3). Halite crystallizes in these pans at the

    brine surface as thin rafts and pyramidal hoppers, and on

    the floor of the pan as aggregates of chevrons and cornets

    (Fig. 3b). The wet sabkha is represented by wet mudflat

    and sandflat areas, where the water table ranges from 36 to

    150 cm below the surface (Fig. 3c). The sabkha sediments

    are composed mainly of moist, loose sand and silt that form

    adhesion ripples, in addition to a variable abundance of

    gypsum, anhydrite and halite minerals (Basyoni and Aref,

    2015). The surface of the wet sabkha is composed of

    buckling petee crusts (Fig. 3d). The petee structure is

    composed of black and green microbial mats and gypsum

    layers that form elongated, hollow, twisted ridges (Fig. 3d).

    The dry sabkha is composed of\1 cm thick halite cruststhat form inverted, V-shaped, polygonal tepee structures

    (Fig. 3e). The subsurface sediments in all sabkha areas are

    composed of interbedded brown, sand and grey, mud lay-

    ers. Scattered lenticular and rosette gypsum crystals

    (Fig. 3f) are aggregated and form thin layers at the depths

    of 10, 40 and 90 (Fig. 3c). Nodular mosaic and enterolithic

    folds of milky white, soft anhydrite are recorded at the

    depth of 15 cm (Fig. 3g).

    Fig. 2 A funnel-shaped sinkhole forms due to recent dissolution ofhalite and its partial filling with clastic sediments

    105 Page 6 of 17 Environ Earth Sci (2016) 75:105

    123

  • c

    a b

    d

    e

    g

    f

    Fig. 3 Evaporite deposition in the sabkha area. (a) Shallow, desic-cated pan encrusted with white halite rafts and skeletal crystals.

    (b) Bedding plane view showing the variable size of halite cubes thatform the rafts. (c) A general sand mud layering, with gypsumcrystallization at several levels (arrows). (d) Elongated, wavy, ridgeswith smooth upper surface form the petee structure. (e) Inverted,

    V-shaped, polygonal ridges (\5 cm in height) of tepee halite crusts,partially covered with eolian sand. (f) Aggregates of lenticular androsette gypsum grow inclusively in brownish silt. (g) Milky whiteanhydrite nodules grow displacively at a certain level in the wet sand

    of the sabkha

    Environ Earth Sci (2016) 75:105 Page 7 of 17 105

    123

  • Results and discussion

    Chemical composition of seawater and the brines

    The distribution of the concentrations of the cations Na?,

    K?, Ca2? and Mg2?, the anions Cl-, SO42-, and HCO3

    -,

    NH4, TDS and pH are presented in Figs. 4 and 5. The

    statistical parameters, such as maximum, minimum and

    mean of the chemical composition of the brines in Jizan

    sabkha are also presented in Tables 1 and 2. Generally, the

    concentrations of cations and anions in the seawater are

    lower than the concentration values of the sabkha brines in

    most samples, except samples Nos. 4 and 7 (Fig. 4), which

    have also lower salinity values due to recharge from rain

    water, temporary floods and seepage of sewage water from

    septic tanks. Na? has the highest concentration with

    respect to the cations K?, Mg2? and Ca2? in the brines of

    the sabkha (Fig. 4a). Mg2? concentration is next in abun-

    dance, followed by Ca2? in most samples, whereas K?

    concentration value is the lowest, except in samples Nos.

    12 and 13 (Fig. 4a). For the anions, the Cl- concentration

    is the highest among all samples, SO42- concentration is

    very low, whereas the HCO3- is the lowest (Fig. 4b).

    The Cl- concentration in the seawater of Jizan area

    ranges from 19,466 to 21,619 mg/l, with an average value

    of 20,497 mg/l, whereas the Na? concentration ranges

    from 12,206 to 14,727 mg/l, with the average of

    13,431.1 mg/l (Table 1). The dominant anion in the brines

    of Jizan sabkha is Cl- where its concentration ranges from

    5367 to 226,789 mg/l, and the average is 104,424 mg/l,

    which accounts for more than 50 % of the charge balance

    in the brines. The dominant cation is Na?, where its con-

    centration ranges from 2292 to 251,700 mg/l, with the

    average concentration value of 70,023 mg/l. Such con-

    centrations of Cl- and Na? in the brines of Jizan sabkha

    are several times higher than their concentration in sea-

    water of Jizan area. They are also slightly higher than the

    average concentration values of chloride (96,851 mg/l) and

    sodium (45,239 mg/l), measured in the groundwater of

    Dahaban sabkha by Banat et al. (2005).

    The Ca2? concentration in seawater of Jizan area ranges

    from 680 to 824 mg/l, with the average of 748 mg/l, and

    the Mg2? concentration ranges from 2000 to 4000 mg/l,

    with the average of 2694 mg/l (Table 1). In the brines of

    Jizan sabkha, the Ca2? concentration ranges from 1024 to

    18,100 mg/l, with the average of 8516 mg/l, and the Mg2?

    concentration ranges from 830 to 15,500 mg/l, with the

    average of 8248 mg/l (Table 2). The average concentra-

    tions of Ca2? and Mg2? in the brines of Jizan sabkha

    greatly exceed the values measured from the seawater of

    Jizan area. They are also higher than the average concen-

    trations of Ca2? (2832 mg/l) and Mg2? (4314 mg/l),

    Seawater Brine sample

    b

    Seawater Brine sample

    a

    c

    Seawater SeawaterBrine sample

    d

    Brine sample

    pH

    Fig. 4 Histograms representing the concentration of the cations (Ca2?, Mg2?, Na? and K?), anions (Cl-, HCO32- and SO4

    2-) and TDS, and pH

    values in seawater and brine samples of Jizan sabkha

    105 Page 8 of 17 Environ Earth Sci (2016) 75:105

    123

  • measured by Banat et al. (2005) for Dahaban sabkha, north

    Jeddah.

    K? ions have a narrow range of 370–480 mg/l in sea-

    water of Jizan area, with the average of 437 mg/l (Table 1).

    The concentration of K? in the brines of Jizan sabkha

    ranges from 132 to 16,050 mg/l, with the average of

    3607 mg/l (Table 2). The K? values in the brines exceed

    the values in Jizan seawater, and the average value of

    1911 mg/l in the groundwater of Dahaban sabkha mea-

    sured by Banat et al. (2005).

    The SO42- concentration in seawater of the Jizan area

    ranges from 4000 to 4400 mg/l, with the average of

    4183 mg/l (Table 1). The SO42- concentration in the bri-

    nes of Jizan sabkha ranges from 465 to 8950 mg/l, with the

    average of 3861 mg/l (Table 2). The average SO42- con-

    centration in seawater and brines of Jizan area are similar.

    They are also similar to the average concentration value of

    3819 mg/l in the Dahaban sabkha, measured by Banat et al.

    (2005). However, seven brine samples have SO42- con-

    centration less than the average in Jizan seawater, indi-

    cating the removal of SO42- due to gypsum precipitation

    and/or the reduction of SO42- ions by sulfate-reducing

    bacteria, similar to observations by Deng et al. (2010),

    Spadafora et al. (2010), and Glunk et al. (2011).

    HCO3- ions have low concentration in seawater of the

    Jizan area, as well as in the brines of Jizan sabkha

    (Tables 1, 2). The HCO3- concentration in seawater of

    Jizan area ranges from 125 to 137 mg/l, with the average of

    130 mg/l, whereas the HCO3- concentration in the brines

    of Jizan sabkha ranges from 45 to 189 mg/l, with the

    average of 103 mg/l. The average HCO3- concentration in

    Dahban sabkha is 204 mg/l (Banat et al. 2005), which is

    slightly higher than the average values measured for the

    Red Sea water and sabkha water in Jizan area. The low

    concentration values of HCO3- in seawater and brines in

    Jizan sabkha are due to their removal during precipitation

    of the carbonate minerals.

    The concentrations of ammonia (NH4) in the brines of

    Jizan sabkha and seawater range from 0.41 to 177, and

    6.15–68.7 mg/l, respectively, and their mean values are

    96.99 mg/l and 39.7, respectively. The concentration of

    nitrite (NO2) ranges from 0.06 to 0.98 mg/l, and the mean

    value is 0.38 mg/l in the brines of Jizan sabkha. The high

    values of NH4 and NO2 may be due to leakage from septic

    tanks of the houses in Jizan city, or from fertilizers in

    nearby agriculture fields. It is worth to mention that during

    excavation of the lands for the foundations of new houses,

    high quantities of groundwater having a bad odor have

    seeped from nearby old houses. This water may provide the

    elevated NH4 and NO2 in the brine of Jizan sabkha.

    The concentration of fluoride (F-) in the brine of Jizan

    sabkha ranges from 0.65 to 2.16 mg/l, with a mean value of

    1.45 mg/l. Fluoride is considered as an essential element in

    health problems that may arise from either deficiency or

    excess amount (Gopal and Gosh 1985). Fluoride can be

    considered as one of the main trace element in ground-

    water, where it occurs generally as natural constituent (Al-

    Ahmadi 2013). The high concentrations of fluoride are

    generally due to rocks containing fluoride minerals (Wen-

    zel and Blum 1992; Bardsen et al. 1996).

    The concentration of phosphate (PO43-) in the brines of

    Jizan sabkha ranges from 0.19 to 8.65 mg/l, with a mean

    value of 1.76 mg/l. The phosphate is usually found in

    groundwater with a minimal level due to the low solubility

    of native phosphate minerals and the ability of soil to retain

    phosphate (Rajmohan and Elango 2005).

    Total dissolved solids (TDS) in the seawater of Jizan

    area range from 38,500 to 41,900 mg/l, with the average of

    40,366 mg/l (Table 1). The TDS in the brines of Jizan

    sabkha range from 12,900 to 495,000 mg/l, with the

    average of 166,980 mg/l (Table 2; Fig. 4c). The TDS

    values of seawater in Jizan area are nearly similar to TDS

    value that generally recorded for the Red Sea water. Two

    brine samples from trenches in Jizan sabkha have a lower

    TDS value of 17,700 and 12,900 mg/l in samples 4 and 7,

    than the average TDS in seawater of Jizan area. The brines

    of these samples may be derived from a mix with rain-

    water, groundwater of meteoric origin or seepage of sew-

    age water from septic tanks. For the brines of Jizan sabkha

    that have higher TDS values than the average TDS of

    seawater (40,366 mg/l), are likely related to extensive

    evaporation rate with respect to the small groundwater

    inflow, rainfall or seawater seepage. The very high salinity

    values of 495,000 and 363,000 mg/l (Table 2) of the sab-

    kha brines may be related to dissolution of halite in the salt

    dome.

    The values of electrical conductivity (EC) range from

    20,000 to 199,100 lS/cm with a mean value of 99,800 lS/cm. The high values in EC are attributed mainly to evap-

    oration process and increase in the salinity of the brine.

    Both TDS and EC are affected by the high concentration

    values of Na?, Ca2?, Mg2?, Cl-, and SO42-.

    The pH values in the seawater of Jizan area range from

    7.52 to 8.09, with the average of 7.86 (Table 1). The pH

    values in the brine samples of Jizan sabkha range from 6.01

    to 7.45, with the average of 6.79 (Table 2), which are lower

    than the values recorded from the Red Sea water in Jizan

    area (Fig. 4d). Six brine samples have values slightly\7,which indicate neutral or slightly acidic brines. Whereas,

    four samples have values more than 7, indicating that all

    carbonate alkalinity is in the form of HCO3- (Stumm and

    Morgan 1996; Drever 1998).

    An isochronal map of the cations in the brines of Jizan

    sabkha indicates that Na? increases to[250,000 mg/l inthe halite pans at central western margin of the sabkha area,

    while low values of Na? (\10,000 mg/l) dominate the

    Environ Earth Sci (2016) 75:105 Page 9 of 17 105

    123

  • Ca Mg

    K Na

    105 Page 10 of 17 Environ Earth Sci (2016) 75:105

    123

  • eastern margin of the sabkha (Fig. 5). K? values follow

    Na?, where the highest value is 16,000 mg/l in the central

    western part of the studied sabkha, and the K? concen-

    tration decreases to values less than 2000 mg/l in the north,

    east and southeastern sides (Fig. 5). The low values of Na?

    and K? concentrations at the eastern margin of the sabkha

    is attributed to dilution from the landward side of the

    sabkha, less evaporation and lower salinity (up to

    12,900 mg/l) compared to the western margin of the sab-

    kha area. The Ca2? concentration value is the reverse of the

    concentration of Na? and K?. Ca2? concentration is lower

    at the southwestern part of the sabkha (\1000 mg/l), andincreases to 2200 mg/l to the northeastern side of the

    sabkha (Fig. 5). The Mg2? concentration increases from

    1500 mg/l in the southeastern part of the sabkha

    to[10,000 mg/l in the central western part of the sabkha,and then increases gradually to 15,000 mg/l in the northern

    part of the sabkha (Fig. 5). The isochronal map of the

    anions showed that the concentration of Cl- is similar to

    Na?, where the highest value of[200,000 mg/l is recordedin the central western margin of the sabkha, and decreases

    to the east and north sides (Fig. 5). The SO42- and HCO3

    -

    concentrations are similar, and they increase to the western

    margin of the sabkha, to values of 9000 and 180 mg/l,

    respectively (Fig. 5). The concentrations of SO42- and

    HCO3- decrease to the northeastern side of the sabkha to

    180 and 45 mg/l, respectively. The concentration of NH4shows a narrow range, but it generally increases to the west

    and north margins of the sabkha (Fig. 5). High concen-

    tration of NH4 and NO2 in Jizan sabkha may indicate

    intrusion into the sabkha water from adjacent sewage

    waters and agricultural areas which receive excess nitrogen

    fertilizers (such as urea and ammonium nitrate) that are

    assumed to increase the agricultural production.

    Brine types

    The ionic concentrations of the seawater and brines in

    samples numbers 3, 4, 6, 7, 8, 9, 11 and 13 (Tables 1, 2)

    have the following general pattern: Na?[Mg2?[Ca2?[K?. Some samples, however, (2, 12 and 13) havethe abundance Na?[Mg2?[K?[Ca2?, and threesamples have variable abundances such as Na?[Ca2?[Mg2?[K?, or Ca2?[Na?[Mg2?[K?, orMg2?[Na?[Ca2?[K? (Tables 1, 2). On the otherhand, the abundance of the major anions in all samples is

    Cl-[SO42-[HCO3

    -. The brine type for most samples

    is sodium chloride, with variable proportions of the major

    cations Ca2? and Mg2? and the major anion SO42-

    (Tables 1, 2). Three samples have Ca2?, Mg2?, sodium

    chloride brine type, two samples have the following brine

    types Mg2?, sodium, SO42-, chloride, or Mg2?, sodium

    chloride, and only one sample has the following brine types

    Mg2?, Ca2?, sodium, SO42-, chloride, or Mg2?, Na?,

    calcium chloride, or Ca2?, Mg2?, sodium, SO42-, chloride,

    or Ca2?, Na?, magnesium chloride (Tables 1, 2).

    Despite the dominance of Na? and Cl- ions in most of

    the studied brine samples that exhibited a marine-like

    chemical character (Herczeg et al. 2001), a broad range of

    secondary processes can significantly affect the evapora-

    tive pathways and are responsible for the variables brine

    types in the Jizan sabkha, similar to the interpretation

    proposed by Radke et al. (2002). The secondary processes

    may include mineral dissolution, cation exchange reac-

    tions, sulfate reduction, brine mixing, brine reflux, mineral

    precipitation and recycling of soluble salts within the

    sabkha.

    Ion inter-relationship

    The correlations of the concentration of cations, anions,

    TDS and pH are shown in Fig. 6. The correlation between

    Na? and Cl- for most samples (except samples 9 and 11

    which have very high Na? values) indicates a positive

    correlation (R2 = 0.9017) (Fig. 6a). This positive correla-

    tion indicates the enrichment of the brines with NaCl

    (halite) that may be precipitated at high salinity. The cor-

    relation between Ca2? and Mg2? (Fig. 6b) also indicates a

    positive correlation (R2 = 0.7237). This is contrary to the

    fact that the brine should have lower Ca2? concentration

    due to the earlier precipitation of CaCO3 (calcite and/or

    aragonite) and CaSO4.2H2O (gypsum). Most probably, the

    relatively high Ca2? concentration is due to dissolution of

    carbonate grains in the sediments. No pronounced corre-

    lation exists between Ca2? and SO42- (R2 = 0.2827)

    (Fig. 6c). This is due to the possible precipitation of

    CaSO4.2H2O (gypsum) from the brine and dissolution of

    carbonate grains. No correlation between Ca2? and HCO3-

    (R2 = 0.3519) (Fig. 6d) in two groups of the brines, may

    be interpreted as a result of oxidation of organic matter in

    the sediments and reduction of sulfate ions, which lead to

    the increase in HCO3-. There are strong positive relations

    between TDS and Na? (R2 = 0.8653) (Fig. 6e), and

    between TDS and Cl- (R2 = 0.8903) (Fig. 6f), and no

    pronounced relation between TDS and SO42-

    (R2 = 0.1163) (Fig. 6g). The positive relations indicate

    that the TDS is mainly represented by Na? and Cl- ions,

    whereas changes in SO42- does not affect the TDS of the

    brine. Plotting of the values of TDS and pH indicates no

    relation between them (R2 = 0.1869) (Fig. 6h). The pH

    values of seawater are around 8 that decrease to about 6

    bFig. 5 Contour lines representing the distribution of the majorcations and anions in seawater and brine samples of the studied

    sabkha, Jizan area

    Environ Earth Sci (2016) 75:105 Page 11 of 17 105

    123

  • NH4

    Cl SO4

    HCO3

    Fig. 5 continued

    105 Page 12 of 17 Environ Earth Sci (2016) 75:105

    123

  • with the increases in the salinity of the brine. This result is

    in agreement with the data of Bąbel and Schreiber (2014).

    The Mg2?/Ca2? ratio of seawater at Jizan area ranges

    from 2.82 to 4.85, with the average of 3.53 (Table 1;

    Fig. 7a). Whereas for the Jizan sabkha, the Mg2?/Ca2?

    ratio of the brines range from 0.49 to 8.15, with the average

    of 2.176 (Table 2; Fig. 7a). All brine samples have lower

    Mg2?/Ca2? ratio than that measured in Jizan seawater,

    except samples numbers 8 and 11, which have exceedingly

    high values of 8.15 and 7.90, respectively (Fig. 7). The low

    Mg2?/Ca2? ratio in most brine samples is most probably

    due to the dissolution of carbonate grains in the sediments

    that increases the concentration of Ca2? ions. Whereas the

    high Mg2?/Ca2? ratio in samples 8 and 11 is due to the

    removal of Ca2? ions through precipitation of calcite and

    gypsum. However, the dominant low Mg2?/Ca2? ratio

    indicates that the brine has a low potential to dolomitize the

    high Mg-calcite and aragonite minerals. Only the brines in

    R2 = 0.2827 R2 = 0.3519

    R2 = 0.8653 R2 = 0.8903

    R2 = 0.7237b

    c d

    e f

    g hR2 = 0.1163 R2 = 0.1869

    R2 = 0.9017a

    Fig. 6 Scatter diagrams showing the correlations between various anions, cations, TDS and pH values

    Environ Earth Sci (2016) 75:105 Page 13 of 17 105

    123

  • samples 8 and 11 could dolomitize the carbonate grains in

    the sediments due to their high Mg2?/Ca2? ratio. Banat

    et al. (2005) found that the increases in the Mg?2/Cl-

    concentration and decreases in SO42- concentration lead to

    the formation of protodolomite in the coastal sabkha sed-

    iments between Jeddah and Yanbu Al-Bahar.

    Brine evolution

    The hydrochemical evolution of the brines of Jizan sabkha

    can be understood using the analytical data obtained from

    brine samples as a result of plotting the major cations and

    anions in the Piper Trilinear diagrams (Fig. 8). The dia-

    grams show that all brine samples in Jizan sabkha have

    similar affinity and composition, which are similar to the

    composition of seawater. The diagrams show two groups of

    samples, the first group shows that the majority of the brine

    samples of Jizan sabkha fall in the field NaCl type of water.

    The second group shows approximately equal percentage

    of the alkali metals (Na? ? K?), and the alkaline earth

    elements Mg2? and Ca2?, whereas the strong acid (Cl-)

    greatly exceeds the weak acid (HCO3- and CO3

    2-), and

    the strong acid (SO42-) (Fig. 8). Also, from the Piper plot,

    the deficiency of Ca2? in the brines of the sabkha is due to

    the precipitation of calcite, aragonite and gypsum. The

    chemical characters (ionic concentration patterns and brine

    types) of the studied brine samples in Jizan sabkha and

    seawater are similar, which indicate that the brine chem-

    istry of Jizan sabkha has been modified from initial sea-

    water composition to the stages of deposition of calcium

    carbonate, followed by calcium sulfate and finally to

    sodium chloride dominant composition (Fig. 8).

    Genesis of the brines

    Results of the chemical analyses were recalculated for both

    the major cations and major anions and plotted on a Sulin

    graph (Fig. 9) to interpret the origin of brine of Jizan

    sabkha. It is clear that the seawater samples and four brine

    samples of Jizan sabkha are located in the field of recent

    marine water origin and of MgCl2 composition (Fig. 9).

    However, most of the brine samples in Jizan sabkha are

    located in the field of old marine water origin and of CaCl2composition (Fig. 9). Therefore, the main supply to the

    brines of Jizan sabkha is through seawater seepage that

    may be modified with reaction with the old marine water

    from dissolution of the halite crystals of the Miocene salt

    dome. This modified seawater is the source of the brines in

    Jizan sabkha. The localized formation of sinkholes at the

    floor of the abandoned salt quarries (Fig. 2) and collapse of

    the buildings of the old Jizan city point to an additional salt

    dissolution by rain water and fresh and/or sewage waters

    from houses. The possible contribution of fresh water

    through Wadi Jizan or occasional rainfall has a minor

    effect on those samples that are located close to the field of

    meteoric water origin in Sulin graph (Fig. 9). Bagheri et al.

    (2014) mentioned three main potential processes that may

    cause high salinity values in the Kangan gasfield, these are

    halite dissolution, membrane filtration, and evaporation of

    water. They indicated that the evaporated ancient seawater

    trapped in lagoonal and sabkha carbonates, gypsum, and

    clastic rocks is the cause of salinization based on the

    concentrations of Cl, Na, and TDS in comparison with Br

    concentration.

    Environmental impact of the sabkha brines

    and minerals

    Sabkha evaporite brines and minerals cause severe damage

    to buildings and infrastructure in Jizan area. In addition,

    partial dissolution of the nearby salt dome can modify the

    composition of the brines which increases their corrosive

    effect on steel reinforcement and deterioration of the

    concrete in the sabkha area. The evaporite minerals gyp-

    sum and anhydrite are common in the wet sabkha area.

    They are recorded with a variable abundance in the cap-

    illary evaporation zone of both shallow (36 cm) and deep

    Fig. 7 Relationship between Mg/Ca and sample number, and TDS

    105 Page 14 of 17 Environ Earth Sci (2016) 75:105

    123

  • (150 cm) groundwater. In this area halite is only recorded

    in saline pans within the sabkha area. These evaporite

    minerals reflect the salinity and chemical characteristics of

    the brines. Gypsum is displacively grown as lenticular and

    rosette crystals in the subsurface sediments of the sabkha

    down to the underlying water table. Anhydrite forms

    displacive nodules near the sediment surface. Both gypsum

    and anhydrite form from brines with salinity\200 %, buthalite is recorded as rafts, chevrons and cornets in those

    pans with salinity exceeding 250 %. The crystallizationpressure exerted from displacive growth of gypsum and

    anhydrite in pore spaces of the foundations causes their

    < 40 g/l

    40 – 80 g/l

    80 – 220 g/l

    220 - 350 g/l

    > 350 g/l

    Brine salinity

    Fig. 8 Piper Trilinear diagramsshowing the brine evolution in

    Jizan sabkha

    MgCl2Recent Marine Water

    CaCl2Old Marine Water

    NaHCO3Shallow Meteoric Water

    NaSO4Deep Meteoric Water

    r(K+ + Na+) – rCl-

    rSO42-< 1

    = 1

    > 1

    102030405060708090100

    100908070605040302010

    r Mg2+

    r SO42-

    100

    90

    80

    70

    60

    50

    40

    30

    2010

    r(K

    + +

    Na+

    ) –rC

    l-

    r(K+ + Na+)

    rCl-= 1 rC

    l- –r(

    K+

    + N

    a+)

    rCl- – r(K+ + Na+)

    rMg2-> 1

    = 1

    < 1

    10

    20

    30

    40

    50

    60

    70

    80

    90100

    Brine sample from the water table of the sabkha

    Seawater from tidal flat & mangrove area

    Fig. 9 Sulin graph showing theorigin and type of the brines,

    Jizan sabkha

    Environ Earth Sci (2016) 75:105 Page 15 of 17 105

    123

  • sever damage. The sulfate nature of the brines causes

    corrosion of the steel reinforcement of infrastructure.

    Fluctuation of the water table during summer and winter

    months increases the degree of damage and corrosion in the

    foundation in the sabkha area.

    Conclusions

    The concentrations of cations and anions in most of the

    sabkha brines exceed their respective values within seawater

    due to intensive evaporation. However, two brine samples

    have a lower salinity value and a lower concentration of

    cations and anions than seawater, and thesemay be related to

    the mixing of groundwater with meteoric water, leakage

    water from septic tanks in Jizan city, or from fertilizers in

    nearby agriculture fields. Concomitant with the increases in

    salinity is the increase of Na? and Cl-, and the decrease of

    K?, Mg2?, Ca2?, HCO3- and SO4

    2- in the residual brines.

    These are due to the removal of Ca2?, HCO3- and SO4

    2-

    ions from the brines due to the precipitation of calcite,

    aragonite and gypsum. Whereas the remaining brines are

    oversaturated with Na? (?K?) and Cl- ions which favor

    halite deposition at higher salinity values, the relatively high

    Ca2? concentration relative to low HCO3- and SO4

    2- ions,

    and the low Mg2?/Ca2? ratio are most probably related to

    dissolution of carbonate sediment. The order of cations

    dominance in most samples is Na?[Mg2?[Ca2?[K?,or Na?[Mg2?[K?[Ca2?, or Na?[Ca2?[Mg2?[K?. The abundance of the major anions in allsamples is Cl-[ SO4

    2-[HCO3-. The dominant brine

    type is sodium chloride, with variable proportions of the

    major cations Ca2? and Mg2? and the major anion SO42-.

    The brines of the sabkha have evolved mainly from seawater

    seepage, with localized minor modification from dissolution

    of halite in the salt dome, rainfall, floods and leakage from

    septic tanks and agriculture fields. Capillary evaporation of

    the groundwater and surface evaporation of these waters

    have modified the brine chemistry and salinity during

    deposition of gypsum and halite. Fluctuation of the

    groundwater table with variable salinity values cause

    extensive evaporite mineral formation and subsequent cor-

    rosion of the steel, deterioration of the concrete and possible

    damage of buildings in the sabkha area. The composition and

    texture of the evaporite minerals in the sabkha area, and the

    brine composition and origin can be used to interpret similar

    sabkha sediments in the rock record.

    Acknowledgments This project was funded by the Deanship ofScientific Research (DSR), King Abdulaziz University, Jeddah, under

    grant No. (307/145/1432). The authors, therefore, acknowledge with

    thanks DSR technical and financial support. We thank the reviewers

    B. Charlotte Schreiber, an anonymous reviewer, and the Editor-in-

    Chief Olaf Kolditz for their helpful comments which greatly

    improved the manuscript. Thanks also to Mr. Murad Rajab and Mr.

    Ali Khofani for their field assistance.

    Compliance with ethical standards

    Funding This project was funded by the Deanship of ScientificResearch (DSR), King Abdulaziz University, Jeddah, Saudi Arabia,

    under Grant No. (307/145/1432).

    Conflict of interest The authors declare that they have no conflictof interest.

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