Aquatic Ecology Freshwater - Part 4 Prof. Dr. N. De Pauw Laboratory of Environmental Toxicology and Aquatic Ecology Aquatic Ecology Course Contents 1. Place of limnology in natural sciences 2. Historical development of limnology 3. The water cycle, distribution, age and genesis of inland waters 4. Structure and physical properties of water 5. Physical relationships in natural water bodies 6. Communities of living organisms in natural waters 7. Materials budget in natural waters I (= gases, solid and dissolved substances, importance of sediments) 8. Materials budget in natural waters II (= production, consumption, decomposition) 7. Materials budget of natural waters I Contents (1) 7.1. Introduction 7.2. Dissolved gases and dissolved solids 7.3. Gases dissolved in water 7.3.1. Solubility of gases in water 7.3.2. Oxygen content and oxygen budget 7.3.3. Carbon dioxide, carbonic acid and carbonates 7.3.4. Methane and hydrogen sulphide 7.3.5. Nitrogen 7. Materials budget of natural waters I Contents (2) 7.4 Solids dissolved in water 7.4.1. Solubility of solids in water 7.4.2. Nitrogen compounds 7.4.3. Phosphorous compounds 7.4.4. Sulphur compounds 7.4.5. Iron and manganese 7.4.6. Silica 7.5. Dissolved organic matter in natural waters 7.6. Sediment and the materials budget 7.7. Materials budget of flowing waters 7. Materials budget of natural waters I 7.1. Introduction = Sum of materials and energy turnover in an ecosystem FOUNDATIONS 1. Water as a solvent 2. Dissolved and particulate materials 3. Organisms in water 7. Materials budget of natural waters I 7.1. Introduction Characterized by the following processes 1. Bio-activity of organisms • Production • Consumption • Organisms in water 2. Chemical and biological transport of material + energy • Into the sediment • Release from the sediment 3. Transport of material + energy • In lakes : seasonal rhythm • In rivers : unidirectional transport 4. Exchange • With atmosphere (precipitation) • In and outflow • Absorption and desorption (suspended particles) 7. Materials budget of natural waters I Contents (1) 7.1. Introduction 7.2. Dissolved gases and dissolved solids 7.3. Gases dissolved in water 7.3.1. Solubility of gases in water 7.3.2. Oxygen content and oxygen budget 7.3.3. Carbon dioxide, carbonic acid and carbonates 7.3.4. Methane and hydrogen sulphide 7.3.5. Nitrogen 7.2. Dissolved gases and dissolved solids Spatial and temporal distribution dependent on : Hydrological factors Chemical factors • Precipitation • Inflow and outflow • Solution processes • Complex formation Physical factors Biological factors • Temperature • Optical properties • Movement of water • Photosynthesis • Respiration • Mineralisation 7.2. Dissolved gases and solids Physico-chemical processes • Dissolution and precipitation of solids • Absorption and desorption of gases • Ion exchange at solid surfaces Chemical processes • Redox processes • Soluble complex formation • Hydrolytic cleavage Biochemical processes • Mineralisation of organic matter • Photosynthesis • Respiration Dissolved substances in fresh and seawater In freshwater : calcium carbonate + silicates + nitrates In seawater : sodium chloride Besides inorganic materials indefinite number of organic compounds LAW OF THE MINIMUM (Liebig): Yield dependent on whatever growth factor is at a minimum in proportion to all similar factors (e.g. phosphorous vs nitrogen) 7. Materials budget of natural waters I Contents (1) 7.1. Introduction 7.2. Dissolved gases and dissolved solids 7.3. Gases dissolved in water 7.3.1. Solubility of gasses in water 7.3.2. Oxygen content and oxygen budget 7.3.3. Carbon dioxide, carbonic acid and carbonates 7.3.4. Methane and hydrogen sulphide 7.3.5. Nitrogen 7.3. Dissolved gases in water O2 and CO2 Direct indicators of biological activity N2 Metabolic cycle of specific micro-organisms H2S and CH4 Present in localised amounts due to baterial activity 7.3.1. Solubility of gases in water Henry’s law: Solubility of a gas decreases with : • Increasing temperature • Decreasing pressure Quantity of dissolved gas : Cs = Ks * Pt Cs = Saturation concentration of the gas Ks = Temperature dependent solubility Pt = Partial pressure of the gas CO2 has highest solubility CO2 + H2O H2CO3 / CaCO3 7.3.1. Solubility of gases in water Important : • Saturation of the gas : oversaturation – undersaturation • O2 and CO2 : produced or consumed by living organisms • Increasing temperature decrease of oxygen concentration increase in oxygen demand organisms Compensation in warmer water : • Water movement in flowing water • Water movement by animals themselves 7.3.2. Oxygen content and oxygen budget of surface waters Factors affecting the oxygen balance INPUT 1. From atmosphere 2. Photosynthesis LOSSES 1. Respiration 2. Decomposition mineralisation 3. Losses to atmosphere Oxygen balance less positive if : • Input decreases • Losses increase Deductions : 1. Flowing waters with rapid movements and shallower depth have a more favourable oxygen balance than still waters 2. Input of organic matter into water body has an adverse effect on its oxygen balance (greater effect in still than in flowing water) Dissolved oxygen in lakes O2 from atmosphere water greater depths by water movements: During seasonal turnover : O2 rich water bottom During summer stagnation phase : • In epilimnion: • O2 from atmosphere + photosynthesis • O2 oversaturation during the day + O2 deficit during the night • Diurnal fluctuations of pH and CO2 • In hypolimnion: • Exclusively oxygen depletion processes : Heaviest oxygen demand imposed by microbial mineralisation of plant and animal residues deposited in profundal zone • Quantity of organic matter dependent on : • Production in epilimnion • Sinking and degradation rate of dead organisms • Depth of the water Classification of lakes in temperate zones On basis of volume ratio Epilimnion / Hypolimnion (E / H) Oligotrophic : ratio 1 Eutrophic : ratio > 1 Relationship between production, depth and trophic status HOLOMICTIC LAKE • Oligotrophic lake: Orthograde O2 profile Hypolimnic oxygen uptake low during stagnation period • Eutrophic lake : Clinograde O2 profile Hypolimnic oxygen maybe completely exhausted Heterograde O2 profile consequence of: Metalimnic photosynthesis maximum or Intensive decomposition in thermocline MEROMICTIC LAKE • Monimolimnion : permanently free of oxygen In tropical lakes : hypolimnion (> 20 °C) = O2 totally depleted Oxygen budget of flowing waters Oxygen budget affected by : • Degradable organic matter carried along • Organic effluents Clues provided to oxygen budget : • In lakes : Vertical differences in O2 concentration • In rivers : Diurnal O2 saturation profile Dissolved oxygen in flowing waters Different types of waters according to diurnal oxygen profiles : • Type 1 : Abiotic flowing waters O2 level temperature dependent • Type 2 : Unpolluted flowing waters Oversaturation during day, deficit during night • Type 3 : Slightly polluted flowing waters No oversaturation during day, deficit during night, • Type 4 : Strongly polluted flowing waters Continuous oxygen deficit As a result of self-purification capacity of flowing waters succesion of types 4-3-2 along the river course 7.3.3. Carbon dioxide, Carbonic acid, Carbonate Sources : • Atmosphere • Precipitation • Infiltration through soil (groundwater) • Metabolic activity of the organisms • Aerobic decomposition : C CO2 • Anaerobic decomposition : CO2 + CH4 • CO2 + H2O H2CO3 H + HCO3- H + CO3-Proportions of CO2, HCO3- and CO3-- : pH dependent • When adding CO2 CaCO3 + CO2 + H2O Insoluble form Ca(HCO3)2 Soluble form = C reserve for photosynthesis Excessive CO2 may dissolve chalk • When removing CO2 Ca(HCO3)2 CO2 + CaCO3 + H2O • Chemical decarbonation Crust of CaCO3 on stones, mosses, leaves (travertine) • Biogenic decarbonation Crust of CaCO3 on leaves of submerged plants Fine cristals of chalk formed by phytoplankton: Calcium-apatite By the presence of calcium carbonate in its blue-green water, the Havasu creek in the Grand Canyon National park, slowly deposits stone called travertine. Tuff formations at Mono Lake (California). They were formed by the interaction of calcareous groundwater with the CaCO3 and other minerals in the lake. Hardness Chalk content expressed as temporary hardness on a scale of German degrees of hardness 1 dH° = 10 mg/L CaO or 18 mg/L CaCO3 1 dH° = 7.1 mg/L MgO or 15 mg/L CO3 < 10 dH° = soft water 20 dH° = hard water > 30 dH° = not usable anymore as drinking water Buffering action Great biological importance attached to pronounced buffering action of CO2-calciumbicarbonate mixtures • Acidic waters with low chalk content: weakly buffered may undergo high pH rise > 9 • Calcarous waters : strongly buffered normal pH range 7 – 8 CO2 consumption compensated by decomposition of Ca(HCO3)2 pH increase remains small Finally CaCO3 + H2O Ca(OH)2 + CO2 pH increases up to 11 (CO2 only present as CO3 ions) Abatement of acidification by means of addition of chalk Vertical distribution of CO2 In lakes : vertical distribution of CO2 arises from activity of • Autotrophs : Epilimnion uitputting van CO2 (planten) • Heterotrophs : Hypolimnion CO2 generated, recombines with precipitated CaCO3 in epilimnion In flowing waters : relationship much simpler :see figure 7.3.4. Methane and hydrogen sulphide Result of anaerobic decomposition of organic matter CH4 Released to atmosphere Oxidized to formaldehyde H2S Dissolves readily in water N2 Certain bacteria (cyanobacteria) can fix N N2 + 12 ATP + 6 H 2 NH3 + 12 ADP + 12 P N-fixation at sediment-water interface 7. Materials budget of natural waters I Contents (2) 7.4 Solids dissolved in water 7.4.1. Solubility of solids in water 7.4.2. Nitrogen compounds 7.4.3. Phosphorous compounds 7.4.4. Sulphur compounds 7.4.5. Iron and manganese 7.4.6. Silica 7.5. Dissolved organic matter in natural waters 7.6. Sediment and the materials budget 7.7. Materials budget of flowing waters 7.4.1. Solubility of solids in water • Water is a particularly suitable solvent for electrolytes: - High dielectric constant - Ability to form hydrates • Solubility of solid substances dependent on: - pH - Eh • Most substances dissolve either : - In molecular form - As ion - In colloidal form 7.4.2. Nitrogen compounds Nitrogen occurs in the form of numerous compounds: Inorganic form • NO3, NO2, NH4 Organic form • Intermediate stages of microbial protein decomposition ; Excretion products • Amino-acids, Enzymes NO3 and NH4 = nitrogen sources for photo-autotrophic plants NH4 = result of decomposition of organic residues 7.4.2. Nitrogen compounds Important In lakes • N2 binding : Blue-green algae, Azotobacter, Clostridium • N-assimilation : N2, NH4, NO3 organic nitrogen • Ammonification: organic N NH4 • Nitrate reduction : NO3 NH4 • Nitrification : NH4 NO2 NO3 (Nitrosomonas & Nitrobacter) • Denitrification : NO3 N2 (Pseudobacter) In flowing waters • Not polluted : NO3 most important N-component • Polluted : NH4 gradually oxidized to NO3 7.4.3. Phosphorous compounds • P often only as traces • P often growth limiting factor Eutrophication involves primarily increase in PO4 levels. Different fractions : • Dissolved inorganic phosphate = orthofosphate + polyphosphates • Dissolved organic phosphate • Particular organic phosphate = organisms and detritus 7.4.3. Phosphorous compounds In trophogenic zone : • Dissolved Inorganic phosphate taken up by photo-autotrophic producers organic compounds of food chain • Major part released again into epilimnion • Lesser part sediments (adsorption, precipitated as FePO4) > 10 % O2 : release of PO4 in water 7.4.4. Sulphur compounds Inorganic sulphur components in water : SO4 (sulphate) Of great importance: Activity of micro-organisms in sulphur cycle (chemo+photoautotrophic production) • Desulfuricans organisms reduce SO4 tot H2S + sulfiden (sediments) C6H12O6 + 3 K2SO4 6 KHCO3 + 3 H2S Microbial decomposition of proteins H2S = Facultative chemo-autotrophic anaerobic sulphur bacteria • Sulfuricans organisms oxidize H2S S SO4 2 H2S + O2 2 H2O + 2 S 5 S + 6 KNO3 + 2 H2O 2 N2 + 3 K2SO4 + 2 H2SO4 = Chemo-autotrophic colourless aerobic sulphur bacteria + thiobacteria = Photo-autotrophic coloured anaerobic sulphur bacteria 7.4.5. Iron Iron present in natural waters only in small amounts Exception : groundwater may contain large quantities of : • Dissolved iron = bivalent iron (as Fe(HCO3)2) • Insoluble iron = trivalent iron (as Fe(OH)3) Bivalent iron remains in solution if : • O2 < 50 % • presence of degradable organic matter • >> free CO2 • pH < 7.5 Fe(HCO3)2 + O2 precipitation of Fe(OH)3 + FeO(OH) 7.4.5. Iron • Iron bacteria (Thiobacillus) are involved in process of Fe- precipitation: oxidize Fe2+ Fe3+ (chemo litho authotrophic bacteria ). • Fe remains in solution in the hypolimnion of eutrophic lakes during stagnation period • In trophogenic zone (epilimnion) small amounts of dissolved iron quickly used up by producers 7.4.5. Manganese May be released from sediments when O2 still several mg/L. 7.4.6. Silica (silicic acid) Dissolved silica = Building material for diatoms Dissolution of silica from the sediments : Takes place between interstitial water and free water Affected by : • Temperature • Age of sediments of biogenic origin • pH • Bottom dwelling animals 7. Materials budget of natural waters I Contents (2) 7.4 Solids dissolved in water 7.4.1. Solubility of solids in water 7.4.2. Nitrogen compounds 7.4.3. Phosphorous compounds 7.4.4. Sulphur compounds 7.4.5. Iron and manganese 7.4.6. Silica 7.5. Dissolved organic matter in natural waters 7.6. Sediment and the materials budget 7.7. Materials budget of flowing waters 7.5. Dissolved organic matter in natural waters Dissolved organic matter >> particulate organic matter DOM >> POM Origin of DOM : • Losses due to photorespiration • Secretion of products of photosynthesis (algae + plants) • Excretions by bacteria • Hydrolysis + decomposition of dead organisms Important group = HUMIC SUBSTANCES (humic acids + fulvic acids) Origin : • Incomplete breakdown of plant residues in water bodies • Affect the materials budget: complex formation with heavy metals • Prevents precipitation - ensure availability to primary producers 7. Materials budget of natural waters I Contents (2) 7.4 Solids dissolved in water 7.4.1. Solubility of solids in water 7.4.2. Nitrogen compounds 7.4.3. Phosphorous compounds 7.4.4. Sulphur compounds 7.4.5. Iron and manganese 7.4.6. Silica 7.5. Dissolved organic matter in natural waters 7.6. Sediment and the materials budget 7.7. Materials budget of flowing waters 7.6. Sediment and the materials budget Important interactions between water and sediment In contact zone of sediment surface : • Precipitation • Dissolution • Exchange processes : • Absorption or release • Determining factor = redoxpotentiaal Inorganic phosphate : shift of Fe + P from : Anaerobic conditions in deeper sediments sediment surface release of P in water at sediment surface Organically bound P in sediment: stable fraction 7.6. Sediment and the materials budget Redox potential in upper sediment layer (several cm) Reducing and oxidizing conditions change with time as a consequence of periodic succession of turnover and stagnation phase and amount of decomposed organic matter • In oligotrophic water and during turnover in eutrophic lakes: high oxygen content in deep water : Eh = 0.6 V • In eutrophic water during stagnation phase : low oxygen content in deep water: reducing zone migrates upward from deeper sediment to sediment-water contact zone : Eh decreases at Eh = 0.2 V : Fe2+ + PO4 go into solution at Eh = 0.1 – 0 V : reduction of SO4 H2S + S 7. Materials budget of natural waters I Contents (2) 7.4 Solids dissolved in water 7.4.1. Solubility of solids in water 7.4.2. Nitrogen compounds 7.4.3. Phosphorous compounds 7.4.4. Sulphur compounds 7.4.5. Iron and manganese 7.4.6. Silica 7.5. Dissolved organic matter in natural waters 7.6. Sediment and the materials budget 7.7. Materials budget of flowing waters 7.7. Materials budget of flowing water More dependent on ecological structure of catchment (= open system) Less dependent on internal metabolism (cf. lakes = closed system) Smaller rivers reflect geochemical situation of their catchments : Geochemical types : Bicarbonate type Catchment area : chalk and dolomite rocks Ca(HCO3)2 – Mg(HCO3)2 neutral – alkaline and well buffered Sulphate type Catchment area : gipsum deposits CaSO4 Chloride type Catchment area : salt deposits or salination NaCl of NaHCO3 Silicate type Catchment area : silicate rocks low in lime, poor in electrolytes neutral – acid, weakly buffered 7.7. Materials budget of flowing waters Larger rivers integrate the diverse structures Main factors controlling the chemistry of watercourse during its transit time : • Solution processes • Evaporation – precipitation • Adsorption – desorption on suspended solids and sediments • Internal reactions • Exchange with atmosphere Processes in flowing waters limited by relatively short transit time : average 10 days = major difference with stagnant waters (e.g. lakes) (not water movement !).