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(1)

21 – Landfill gas

21 Landfill gas

(2)
(3)

21 – Landfill gas

21 Landfill gas

Overview

21.1 Landfil gas production

21.2 Prognosis of landfill gas production

21.3 Extraction systems

21.4 Production monitoring

(4)

21 – Landfill gas

21.1 LFG production

Waste contains a certain amount of degradable organic

matter

Microbiological processes result in the formation of

landfill gas (LFG)

21.1 – Landfill gas

(5)

21 – Landfill gas

21.1 Landfill gas production

Degradation follows 4 biological stages during waste

disposal:

1.

Hydrolosis

2.

Acidogenesis

3.

Acetogenesis

4.

Methanogenesis

(6)

21 – Landfill gas

Biological processes

(7)

21 – Landfill gas

Hydrolosis

In the first stage complex solid organic material is

solubilized by enzymes excreted by hydrolytic

micro-organisms

(8)

21 – Landfill gas

Acidogenesis

In the second stage soluble organic components

including the products of hydrolysis are converted

into organic acids and alcohols

(9)

21 – Landfill gas

Acetogenesis

In the third stage the products of acidogenesis

are converted into acetic acid, hydrogen and carbon

dioxide

(10)

21 – Landfill gas

Methanogenesis

In the fourth and final stage methane is formed

mainly from acetic acid or from hydrogen and

carbon dioxide. Methane can also be formed

directly from products of the acidogenesis such as

formic acid and methanol

(11)

21 – Landfill gas

Composition

LFG primarily consists out of methane (CH

4

) and

carbondioxide (CO

2

)

Ratio CH

4

:CO

2

= 50:50 (theoretically)

CH

3

COOH (Acetic acid) --> CH

4

+ CO

2

CO

2

is more soluble in water, ratio shifts to

60:40

(12)

21 – Landfill gas

Composition (cont’d)

CH

4

is a green house gas (GHG) with a GHG potential of

21 times that of CO

2

1 ton of CH

4

has an equivalent of 21 ton of CO

2

LFG can contain traces of hydrocarbons, halogenated

hydrocarbons and sulphur compounds

(13)

21 – Landfill gas

21.2 Prognosis of LFG production

Modelling with LFG production models

Only two models are validated

First order model

Multi phase first order model

(14)

21 – Landfill gas

First order model

(15)

21 – Landfill gas

First order model – organic content

(16)

21 – Landfill gas

Multi phase first order

(17)

21 – Landfill gas

Multi phase first order – organic content

(18)

21 – Landfill gas

Organic matter and Organic C

(19)

21 – Landfill gas

Prognosis of LFG production

(20)

21 – Landfill gas

Prognosis of LFG production

Only two models are validated Uncertainty depending on:

1. Waste composition

2. Degree of pre-treatment

3. Type and degree of compaction, method of operation, type and

thickness of cover material

4. Quantity of refuse, geometry and hydrogeolocic properties of landfill

(21)

21 – Landfill gas

21.3 Extraction systems

Lay out of an extraction system

Various types of extraction systems

Recovery efficiency

(22)

21 – Landfill gas

Lay out

emission

oxidation

extraction

(23)

21 – Landfill gas

Various types of extraction systems

1.

Vertical

2.

Horizontal

3.

Slope

4.

Point

(24)

21 – Landfill gas

Vertical

Conventional Cell wise

Build up GRAVEL Build up + early extraction HDPE piping (non

-perforated)

(25)

21 – Landfill gas

Horizontal

(26)

21 – Landfill gas

Slope

(27)

21 – Landfill gas

Point

(28)

21 – Landfill gas

Gas well connection

RULE OF THUMB: 4 GAS WELLS PER HA

(29)

21 – Landfill gas

Gas well connection

(30)

21 – Landfill gas

Recovery efficiency

(31)

21 – Landfill gas

21.4

Production monitoring

Monitoring equipment

Anemo meter Digital mano meter

Gas analyser

(32)

21 – Landfill gas

Gas analyser can measure:

1.

CH

4

2.

CO

2

3.

O

2

4.

N

2

(= 100% - CH

4

% - CO

2

% - O

2

%)

(33)

21 – Landfill gas

If CH4 and O2 concentration respectively in a gas

well is:

> 50% and < 1% then

more extraction

< 50% and > 1% then

less extraction

(34)

21 – Landfill gas

If N

2

:O

2

ratio is:

> 5

indicator suction of ambient air

< 4

indicator leakage piping extraction system

(35)

21 – Landfill gas

21.5 Flaring, electricity and heat production

A suitable nearby use for LFG must be identified

The landfill must have a depth of at least 5 m. and preferably

10 m. of unsaturated biodegradable waste

Amount of waste deposited: 0.5 Million tonnes

Waste should not be too old (between 5 – 10 years, less if

mainly food and vegetable wastes)

Leachate level should be at least 5 m. below the landfill

surface

(36)

21 – Landfill gas

Flaring

Open flare

Enclosed flares

Passive flare

(37)

21 – Landfill gas

Heat production

LFG fired boilers

Heat exchangers WWTP

(38)

21 – Landfill gas

Electricity production

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