水利岗位竞争上岗农田灌溉和排水练习试题一与答案.docVIP

水利岗位竞争上岗农田灌溉和排水练习试题一与答案 一、填空（每空1分，共30分）1、灌溉水源的主要类型 、 、 、 。2、农田水分消耗的途径主要有 、 、 。3、灌水方法有 、 、 、 。4、渠系建筑物按其用途可分为 、 、 、 、 、 、 。5、机耕路结合沟渠布置形式有 、 、 。6、渠道横断面形式因与沿线地面的相对位置不同，而有 、 、 。7、喷灌系统按其设备移动程度可分为 、 、 。8、喷灌的技术要素有 、 、 。二、概念（每题5分，共30分）1、地下水临界深度？ 2、灌水定额？3、灌水率？ 4、灌溉设计保证率？5、渠道不冲流速？ 6、喷灌强度？三、简答题（每题5分，共30分）1、土壤含水量的表示方法有？2、确定作物灌溉制度的方法有？3、为什么要对初拟灌水率图进行修正？4、拦河坝高应满足的三个条件？5、进行分水口水位推求时，地面参考点是如何确定的？6、为什么系统喷灌强度不能大于土壤渗吸速度？五、计算题（10分）已知：某次喷灌试验，共布设测点20个，已知测筒上口面积100cm2，测2小时，测得各测筒中的水体积分别为162，236， 168，228，172， 224，182，184，214， 188，194，238， 164，232，176，218，216，186， 212，206（单位：cm3）。求：系统的平均喷灌强度、系统的喷洒均匀系数？一、 填空题1、吸湿水、膜状水、毛管水、重力水2、作物蒸腾、棵间蒸发、深层渗漏3、地面灌溉、渗灌、喷灌、滴灌等4、控制建筑物、交叉建筑物、泄水建筑物、衔接建筑物、量水建筑物、输水建筑物、防冲和防淤建筑物。5、沟-路-渠、沟-渠-路、路-沟-渠6、挖方渠道、填方渠道、半挖半填渠道7、固定式喷灌系统、半固定式喷灌系统、移动式式喷灌系统8、喷灌强度、喷灌均匀度、喷灌雾化程度二、概念1、毛管悬着水达到最大时的土壤平均含水率2、单位面积上的灌水量3、单位灌溉面积上所需的净流量4、灌溉工程在多年运行期间能够得到供水保证的概率5、渠中水流使渠床表面泥砂颗粒将移未移时的水流速度6、单位时间内的喷洒水深三、简答题1、土壤质量百分数；土壤体积百分数；土壤孔隙百分数；占田间持水率百分数；水层深度表示。2、总结群众丰产灌水经验；运用灌溉实验站资料；利用农田水量平衡原理分析制定3、存在灌水率高低悬殊；灌水断断续续，不利管理。4、因渠道在运行期间，可能会出现规划设计时未能预料到的情况，如等，而应设5、应根据比降、距离、高程选6、因大于土壤渗吸速度易造成地面径流，土壤板结，水土流失，灌溉不均等现象，所以四、计算题计算点喷灌强度计算平均喷灌强度 水利岗位竞争上岗农田灌溉和排水练习试题二与答案一、填空（每空1分，共30分）1、土壤水可分为 、 、 、 。2、农田水分消耗的途径主要有 、 、 。3、影响作物需水量的因素有 、 、 、 。4、灌溉水源的主要类型 、 、 、 。 5、平原区和圩垸区斗农渠的布置形式 、 、 。6、机耕路结合沟渠布置形式有 、 、 。7、渠道横断面形式因与沿线地面的相对位置不同，而有 、 、 。8、喷灌系统按其设备移动程度可分为 、 、 。9、喷灌的技术要素有 、 、 。二、概念（每题5分，共30分）1、农田水分状况？ 2、田间持水率？3、综合灌水定额？ 4、计划湿润层？5、渠道的不淤流速？ 6、喷灌强度？三、简答题（每题5分，共30分）1、土壤含水量的表示方法有？2、简单描述旱作物水量平衡的基本原理？3、灌溉渠系规划布置原则？4、上下级渠道水位衔接时有哪两种处理方法？5、为什么要考虑加大流量？6、排涝流量计算时设计净雨深是如何确定的？四、计算题（10分）已知：某次喷灌试验，共布设测点20个，已知测筒上口面积100cm2，测2小时，测得各测筒中的水体积分别为162，236， 168，228，172， 224，182，184，214， 188，194，238， 164，232，176，218，216，186， 212，206（单位：cm3）。求：系统的平均喷灌强度、系统的喷洒均匀系数？二、 填空题1、吸湿水、膜状水、毛管水、重力水2、作物蒸腾、棵间蒸发、深层渗漏3、气象因素、土壤性质、作物种类、农业技术措施4、河川径流、当地地表径流、地下径流、城市污水5、灌排相邻、灌排相间、灌排合渠6、沟-路-渠、沟-渠-路、路-沟-渠7、挖方渠道、填方渠道、半挖半填渠道8、固定式喷灌系统、半固定式喷灌系统、移动式式喷灌系统9、喷灌强度、喷灌均匀度、喷灌雾化程度二、概念1、农田中地表水、地下水、土壤水及其相关的养分、通气、热状况2、毛管悬着水达到最大时的土壤平均含水率3、同一时段内，各种作物灌水定额的面积加权平均值4、计划调节和控制土壤水分状况的土层5、渠中水流使所挟泥砂颗粒将沉未沉时的水流速度6、单位时间内的喷洒水深三、简答题1、土壤质量百分数；土壤体积百分数；土壤孔隙百分数；占田间持水率百分数；水层深度表示。2、某一时段内，计划湿润层含水量的变化值等于该时段内土壤补给量与消耗量的差值。即3、沿高地布置，力求自流控制较大的灌溉面积；灌排结合，统一规划；要安全可靠；经济合理；便于管理；考虑综合利用；积极开源节流。4、上下级渠道均按设计流量通过，并以此确定下级渠道渠底高程；。上下级渠道均按最小流量通过，并以此确定下级渠道渠底高程5、因渠道在运行期间，可能会出现规划设计时未能预料到的情况，如等，而应设6、因大于土壤渗吸速度易造成地面径流，土壤板结，水土流失，灌溉不均等现象，所以四、计算题计算点喷灌强度计算平均喷灌强度 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