chapter Section 3 24 23 Winter Facilities by Pat Clarke Introduction Choice of winter facilities is key, particularly for expanders or new entrants to dairying. 1 How much should winter accommodation cost? 2 What are the advantages/disadvantages of each system? 3 How can I ensure animals have adequate feed space? 4 What slurry facilities do I need? 143 chapter Winter Facilities 24 1 How much should winter accommodation cost? There are many different combinations of winter accommodation and slurry storage facilities that can be used at farm level. Each has their own merits, but there are some basic considerations before choosing a system. Factors to consider include: • initialcapitalcost • availabilityandcostofcapital • annual running costs • annuallabourinput Table 1: The effect of winter accommodation system on constructioncosts,operating&annualisedhousingcostsfor a 16-week winter. Out-wintering Conventional pad/Earth- cubicle shed lined store Slurry storage requirement (m3/cow/year) 5.3 7.8 Total housing/slurry storage cost (€/cow) 1,218 371 Depreciation&interest(€/cow/year) 125 38 Bedding&slurryspreading(€/cow/year) 17 75 142 113 Total annualized cost (€/cow/year) • potentialtoincreasecapacity. Winter facilities drawings: Contact your local Teagasc office for a copy of the different winter facility options (up to 30 different designs available). 144 chapter 24 2 What are the advantages/disadvantages of each system? Table2.Advantagesanddisadvantagesofdifferenttypesofwinteraccommodation. Cubicleshed Straw-bedded shed Advantages Disadvantages •Lowmaintenance •Independentofweatherforcowsandfarmer •Suitable for lactating cows, e.g. liquid herds, autumn,latespring •High initial cost •Repaymentssubjecttointerestratechangeswhere capitalisborrowed •Inflexible, as size of cubicles determines animal use •Designmaynotallowforexpansion •Flexible shed for livestock •Shedcanbeusedforotherpurposes •Annual straw cost •High labour requirement •High machinery cost •Dungstead required where sheds are cleaned out during winterclosedperiod •Lownumberofanimalsperm2 of shed Out-winteringpad •Lowinitialcapitalcost •Flexible •Animalsoutdoors–improvedanimal performancewhenmanagedcorrectly •Annualcostofwoodchips •Costofspreadingwoodchips,pluseffluent •Notsuitableforlactatingcowsoveralongperiod •Lesssuitableonmarginalland •Farmerexposedtoweatherformanagementactivities •Nocapitalcost •Animals outdoors •No machinery running costs •Slurry storage facility required (by law) •Weatherdependent,e.g.heavyfrost •High level of management required •Goodyieldofcropsrequired •Nocapitalcosts •Lessmachineryrequired •Slurry storage facility required (by law) •Largelandarearequirede.g.0.5-1.0hapercow Wintercrops,e.g. kale/rape Saved grass 145 chapter 24 Winter Facilities Cubicle shed Constructionofacubicleshedforcowsisamajorproject requiringsignificantdesignandfinancialplanningbefore constructionbegins.Cubicleshedplusslurrystoragecould cost between d1,200andd1,500percowplace,which isapproximatelyd200,000for150cowplaces. Considerations when designing a cubicle house include: • number of cubicles (i.e. cows to be housed) • potentialtoexpandinfuture • number of rows of cubicles • locationoffeedingpassageandfeedspacepercow • watersupplytoshed • accessfromshedtopaddocksandmilkingparlour. Table 3: Features and dimensions of cow cubicles Cubicle width (centre to centre) 1.15m +/-0.025 Total length (rows towards wall) 2.3 – 2.6m Total length (rows head to head and single rows with no front wall) 2.21 – 2.45m Brisketboard/pillowfromrearkerb (if fitted) 1.75m +/-0.05m Neckrailfromrearkerb, (measured horizontally) 1.70m +/-0.05m Height of neck rail 1.15m +/-0.05 Cubiclebedslope 5% +/-1% Beddingheightabovethepassagewayfloor 0.2–0.25m 146 RefertoDAFMspecificationsS101 for full details for construction of a cubicle shed for cows. Figures1and2showtheplanandcross-sectionofatypical shedwith126cubicleplaces. chapter 24 43500 33930 14215 9600 Scraper slats Scraper slats Scraper slats Scraper slats Feed passageway 29200 4800 Side Elevation 4800 5000 2600 2400 2400 2400 5500 4115 Sliding Door Sliding Doors Sliding Door 2400 2400 2400 2600 5000 4115 Sliding Door Sliding Door End View Figure1:Planofcubiclehousewith126cowplaces. 9555 8667 4300 4660 3810 3810 Section A-A 3500 2400 Section B-B Figure 2: Planofcubiclehousewith126cowplaces. 147 Alternatives Cubicle kennels Cubicle kennels are an alternative to a full cubicle shed. Inthisdesign,onlythecubiclesareroofed,thepassages and feed area are unroofed. This reduces the cost of construction.Slurryisscrapedfromthepassagesand feed area to an external slurry storage facility. Out-wintering pads Out-winteringpads(OWP)areanewdevelopmentinIreland. Padsarebeddedwithwoodchipandthedrainagesystem underneath removes urine and rainwater. The cow feed area canbelocatedonthepadoroffthepad.Someslurryis removedfromthefeedarea(byscraper),withtheremainder incorporatedintothewoodchip. 148 Key facts Out-wintering pad “ chapter 24 Winter Facilities “ Spaceallowance 12m2 lying area/cow Storagerequired AllslurryfromcowsplusrainwateronOWP Rainfalllevel Asspecifiedundernitratesrules Drainage Ridgesanddrainagepipesleadingtostorage facility Ridges 3mapartand150mmhigh Drainagestone 300mmabovedrainagepipe Woodchipheight 200mmabovedrainagestone chapter 24 Earth-lined or geo-membrane lined How to Calculate the area for an OWP Padarearequired(150cowsx12m2percow) =1,800m2 Feedarearequiredforsilageonly (150cowsx300mm/cow) =45m Padarea(1,800dividedby45) =45mx40m Asiteassessor,approvedbythelocalauthority, willinspectthesite,andcarryoutasiteanalysis andcharacterisationpriortoconstruction.Followingsite assessment, a decision can be made whether an earth-lined or geo-membrane liner is required. There are minimum acceptedcriteriathatdeterminewhetherthesite is suitable to be earth-lined, e.g. clay content, sub-soil thickness, sub-soil suitability, water-table height, etc. Therearefourstepstositeassessment: Feedstandingarea(concrete) =3m (A) collation of background information = 45m x 43m (B) visual assessment E.g.Fora150cowherd Overall pad area (C) trial holes and site tests Woodchips:Woodchipswillcompactbyabout30%when spreadonapad.Thereforea1,800m2padwillrequire 360m3 ofcompactedwoodchip,whichisequivalentto514m3 freshwoodchip.Theapproximatebulkdensityforsawmillby productis400kg/m3and250kg/m3 for recycled timber (D) decision-processandpreparationofrecommendations. CheckDAFMspecificationsfordetailsofon-siteassessment. • S132MinimumSpecificationforOut-winteringPads- Feb2007 • Guidance Document for Out-wintering Pads 45m • S132AAcceptedContractorsforGeo-membraneLined Out-wintering pad for 150 cows 40m Effluent and slurry removed Figure 4 (overleaf) shows the cross section area of an out-winteringpadthatrequiresageomembraneliner. Figure5showsanearthlinedpadwheretheclaycontentof thesubsoilisatleast10%.Thedepthofcompactedsubsoil layerwilldependontheclaycontentofthesoil. Feed area Figure3:Layoutofout-winteringpadfor150cowswithfeedspace of300mmpercow 149 chapter 24 Winter Facilities Woodchip Drainage stone Ridge spacing 3,000mm (3.0m) Slotted drainage pipe 200mm 300mm 150mm 200mm Low to moderate permeability sub-soil Minimum thickness 200mm 150mm Unsaturated sub-soil Minimum thickness 150mm Geomembrane Minimum thickness 0.5mm Figure4:Crosssectionofout-winteringpadshowinggeo-membraneliner(fromDAFMspecifications) Woodchip Drainage stone Ridge spacing 3,000mm (3.0m) Slotted drainage pipe 200mm 300mm 150mm 500mm Compacted sub-soil liner Minimum thickness 500mm Low to moderate permeability unsaturated sub-soil At least 10% clay content 250mm Unsaturated sub-soil minimum thickness 250mm Figure5:Crosssectionofout-winteringpadshowingcompactedearthliner(fromDAFMspecifications) On-pad feeding/off-pad feeding Thereisanoptiontoplacesilageontopofthepadandallow thecowstoself-feed.Inthiscasethespaceallowanceis 20m2/cowonthepad.Thisincludesthesilagepit.Thesilage pitshouldbefilledfromoutsidethepad,topreventdamage to the drainage system by machinery. 150 Thepitshouldbeamaximumof1.8mhightoallowcows tofullyeatthepitfacewithouthavingtofeedoutthesilage. For150cowsthiswouldrequireapadsizeofapprox. 3,000m2,i.e.50mx60m. chapter 24 Grazing crops over the winter Straw-bedded shed (no dungstead) Grazing feeds in situreducesthecostoffeedpercowover the winter. Also, there is no requirement for wintering facilities but full slurry storage is required (under legislation) for all dairycowsonthefarm.Optionsincludeswede,kale,fodder beet,rape,turnipsandwintergrazingofgrass. Thecostofstrawmakesthissystemextremelyexpensive. In addition, there is increased labour with bedding, mucking outandspreadingofthefarmyardmanuregenerated. Approximately55kgofstrawpercowisrequiredeachweek to absorb all urine. This is equivalent to four small square bales of straw. Successfulover-winteringoncropsrequires: Manure pit and dungstead • highcropyields Bedding material for calving and calf rearing cannot be stored ongrasslandoverthewinterclosedperiod.Effluentmustbe collected where this material is removed from sheds over thewinter.RefertoDAFMspecificationformanurepitsand dungsteads for construction details. • suitablesoiltypeforgrowingcrops • suitable soils for grazing • grassland management that allows cows go to grass full-time after calving • alternativeforagesupplyduringdifficultweather,e.g.wet conditions, frost • back-upforageifcropsfail,e.g.duetoheavyfrost. Thelandarearequiredwilldependontheyieldpotentialof thecropandthesowingdate.SeeTable4forpotential carryingcapacityofthedifferentcrops. Table 4: Potential grazing capacity of crops during a 100-day winter Fodder Kale Beet Swede Rape Deferred grass Yield(tDM/ha) 18 10 12 4.2 2.8 Utilisation(%) 70 70 70 70 60 Energy(NE/kgDM) 1.12 1.05 1.12 1.03 0.85 Supplement required as baled silage (kg DM/day) 3 3 3 3 0 No. of cows winteredper hectarefor100day winter 29 15 19 6 2 Hectaresrequired for150cowherd (100-daywinter) 5.2 10 8 25 75 • S108 Manure Pits and Dungsteads 3 How can I ensure animals have adequate feed space? Feed barriers - There are two main methods, easy feed and self-feed. Easy feed Barrier design is crucial. Cows must have a good reach with neck-rail,stubwallandfeedpassageheightgivingcows maximumreachwithoutimpactingonanimalposture. Similarly,spacepercowmustbesufficientforthefeeding system so that no bullying, lameness or health issues are causedbythefeedbarrier.Forheadspace,therearetwo recommendations: (a)Silagefedad-lib-300mm/cow (b)Mealfeeding-600mm/cow Anincreasingnumberoffarmsarefeedingsupplementsat feedbarriers,e.g.nofeedersinparlour,feedinghighquality baledsilageinspring/autumn.Inthesescenarios,itis essentialthatadequatefeedspaceisavailablefortheherd. 151 “ Key facts Feed barriers Head-railheightfromcowstandingarea(adjustable): 1,175mm Stubwallheightfromcowstandingarea: 550mm Feedpassageheightabovecowstandingarea: 125mm Concreteaprontoslatincowarea: 600mm Head-rail location on stanchion: on feed passage side Silagefeedspaceperanimal: 300mm Mealfeedspaceperanimal: 600mm Stubwallthickness: 100mm 4 What slurry facilities do I need? Slurry storage Slurryproducedduringwinterisamajorresource. Recycling this slurry to the grassland area is an essential partofnutrientplanningondairyfarmsandreducesthe amount of P and K fertilizer needed. Similarly, slurry can be usedtoreplaceNfertilizer,especiallywhenappliedearlyin the grazing season. Legislationdefinesminimumslurrystoragecapacities required on dairy farms. These range from 16 to 22 weeks, dependingonthezoneafarmislocatedin.Similarlythere areminimumclosedperiodswhenslurrycannotbespread. These range from 12 to 16 weeks. “ “ chapter 24 Winter Facilities “ Key facts Slurry storage Slurryproducedperweek: Tank 225 Outer tank wall 125 425 550 100 Central feed passage ore d-c Har 150 125 Slat 600 600 Concrete standing area Stanchion /stub wall detail Concrete pier to stanchion Figure6:Typicalstubwallandfeedbarrier. Self-feed Self-feedsystemsareoperatedbyelectricalwirewherecows can eat above and below the electrical wire. This wire must be flexible. Pit height should be a maximum of 1.8m high. 152 Dairycow 0.33m3 0-1-year-oldcattle 0.08m3 1-2-year-oldcattle 0.15m3 Winterslurrystoragerequiredpercowbylaw Stanchion 1175 Adjustable for cows and store cattle Various designs - should be adjustable in 25mm (1”) steps and easy to adjust 16-week zone: 5.28m3 18-week zone: 5.94m3 20-weekzone: 6.6m3 22-week zone: 7.26m3 chapter 24 Advantages Disadvantages Slattedtank •Lowlabourrequirement •Expensivetoconstruct •Lowmaintenance •Difficult to increase •No running costs capacity/expandtanks •Whereallpassagesare slatted – eliminates requirementforscrapers Steel tank •Cheapertoconstruct •Canincreasecapacity by adding extra height •Can locate outside farmyard to allow for extraexpansionwithin farmyard Figure7showsthetypicalslattedtankdesign.Internalwidth is3.5mwitha3.81m(12’6’’)slatontop.Thespinewallis 300mmtosupportthetwoslatswithouterwall225mm. Netcapacityofthetankistheinternallength(16.2m)bythe internal width (3.5m) by the net height. A freeboard allowance of200mmistakenfrominternaltankheighttogetthenet height.Thereforetheslurrycapacityofeachtankis16.2mx 3.5m x 2.5m which is 141.75m3. •Collects rainwater, extra volume to be spread •Slurry collecting system required i.e.scrapers/ slurry channel •Somelocalauthorities don’t allow earth lined lagoons 3500 2700 Lagoon(earth•Cheaptoconstruct lined or geo •Some sites suited membrane to earth-lined lagoon lined) •Slurry is dilute – more efficient use of N fraction inspring •Slurry must be pumpedintotank •Slurry collecting system required, i.e.scrapers/ slurry channel •Rainwater is collected Slatted tanks Section A/A 225 A 16450 Spine wall 3500 3810 Beam 16200 300 3500 3810 A A Plan view with slats, wall beams and agitation access point A Plan view without the slats Figure 7: Cross-section of standard double slatted tank with 4.1 metre slat 153 chapter 24 Winter Facilities How to Calculate slurry tank size Slurryproduced–150cowsx0.33m3/weekx18weeks=891m3 Wheretherainfalllevelis32mmperweekandthewinter periodis18weeksthenatotalof576mmofrainwaterwill fallduringthisperiod.Outdoorstoragemustallowforthis rainfall.Also300mmfreeboardmustbeincludedintank capacity. Slattedtank–2.7mdeep(netdepth2.5m),3.81m(12’6’’)slat(3.5m internal width) Capacitypermetreoftank=2.5mdeepx3.5minternal =8.75m3 permetrelengthoftank Requiredtanklength-891dividedby8.75=102m 580mm rainwater This tank will usually be in sections e.g. four tanks each 25 metres long oralternativelytanksizecouldbewideri.e.4.4m,5.0metc.increasing thecapacityandthereforereducingthetotallengthoftankrequired. 2,120mm Slurry storage RefertoDAFMspecificationsforconstructionofslattedtanks • S123BovineLivestockUnitsandReinforcedTanks -March2006. Outdoor collection facilities e.g. overground steel tanks, lagoons must also collect rainfall and therefore require additionalcapacityforrainstorageoverthewinterperiod. Thereisalsoafreeboardrequirementof300mmwith outdoor storage facilities. Table5:Averagenetrainfallduringthespecifiedstorageperiod. County Carlow Cavan Clare Cork Donegal Dublin Galway Kerry Kildare Kilkenny Laois Leitrim Limerick Millimetres per week 24 27 32 37 38 17 34 45 18 23 22 33 26 Figure8:Outdoortank3.0mhighshowingfreeboard,rainwaterand slurrystoragefor18-weekzonewith32mmrainperweek(notto scale) Overground circular tank Collecting rainwater 154 300mm freeboard County Longford Louth Mayo Meath Monaghan Offaly Roscommon Sligo Tipperary Waterford Westmeath Wexford Wicklow Millimetres per week 23 20 40 19 23 20 26 32 27 31 21 25 33 Overground tanks (steel and concrete) are available in a range of sizes. Normally their height is two rings, but some havetheoptiontoincreaseheightbyoneringandtherefore increasethecapacity. Thecapacityofacirculartankispi(3.14)multipliedbythe radius squared by the height. But remember that freeboard andrainfallmustalsobeallowedfor.Forexample,thenet capacityforatankthatis3.0mhigh,radiusof10m, rainfallof32mmperweekandstoragerequirementof 18weeksispi(3.14)xradiussquared(10x10)xnet height(3-(0.3+0.58))=666m3. RefertoDAFMspecificationsforfulldetailsofconstructionof overground slurry stores. • S122MinimumSpecificationforProprietaryOver-Ground CircularSlurry/EffluentStores-Feb2006. • S122AAcceptedContractorsforProprietaryOver-Ground CircularSlurry/EffluentStores-March2009. chapter 24 Lagoons Lagoons and out-wintering pads (OWP) Whereout-winteringpadsarelinkedtoalagoonthecapacity of the lagoon must be sufficient to hold: • effluentproducedfromthepad – slurry from the cows – proportionofrainfallonthepad • Rainfall on the lagoon. Lagoonsarecheaptoconstructandcanaccomodatelarge volumesofeffluent.Asforout-winteringpads,theproposed site must be assessed to determine whether an earth or geo-membrane liner is suitable. In calculating the slurry capacityofalagoon,multiplytheaverageheight(excluding freeboard and rainwater) by the average width by the average depth.Forexample,inFigure9thecapacityis2.4mx15mx 15mwhichis540m3(120,000gallons)(1m3=220gallons) “ “ Key facts Earth-lined lagoon (ELL) 3.0m Minimumfreeboarddepth 0.75m Minimumgroundleveltotopofbanks 0.6m Maximuminnerbankslope 33o Maximumouterbankslope 33o Minimumwidthoftopofbank 3.0m ° max. 3.75m 33 E=(P×R)+(N×V)-(P×0.013) where: E=effluentproduced,(m3perwk) P=padarea,(m2) R=netrainfallonthepad,(mperwk) N=no.ofanimalsonthepad, V=excretaproducedperanimalperweek(m3perwk). =(1,800x0.032)+(150x0.33)–(1,800x0.013) =83.7m3perweek =1,507m3 for 18-week winter min. 3.0m min. 0.6m The formula is: e.g.150cowsfor18weekswith32mmrainfallperweek Maximumliquiddepth max. How to Calculate effluent produced from an out-wintering pad Net rainfall Slurry 1.5m min. Suitable Sub-soil Theoretical section through an ELL Min. freeboard 0.75m OGL Max. liquid depth 3.0m Figure 9: Cross section of earth lined lagoon 155 chapter 24 Winter Facilities min. 600m 3 to 4m Freeboard of 750mm Liquid Level max. 3m including rainwater max. 1m max. 1m OGL Top-soil removed Layers of 150mm compacted to 100mm Liner, min. 500mm thick Legend Notes: surplus coarse material reworked sub-soil grassed top-soil undisturbed sub-soil OGL original ground level Top-soil removed NTS not to scale 1. Top bank width >3m 2. Inner tank slope shallower than 1 in 1.5 3. Freeboard >750mm Figure10:Cross-sectionofearth-linedlagoon RefertoDAFMspecificationsforconstructionoflagoons S126MinimumSpecificationforGeomembrane-linedSlurry/ EffluentStores,andAncillaryWorks-Nov2002 4. Sub-soil liner >500mm in all cases >1000mm over regionally important aquifers. S126AAcceptedContractorsforGeomembraneLinedSlurry/ EffluentStores-June2010 S131MinimumSpecificationforEarth-LinedSlurry/Effluent Stores-Oct2005 Earth lined lagoons and out-wintering pads are not permitted in some local authority areas due to the nature of the sub-soil. Check before proceeding. 156
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